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SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H88 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design SEISMIC ASSESSMENT AND IMPROVEMENT OF UNREINFORCED … 148 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 49, No. 2, June 2016 1 Corresponding Author, PhD Candidate, University of Padova, Padova - Italy, marta.giaretton@dicea.unipd.it 2 Lecturer, The University of Auckland, Auckland - New Zealand, ddiz001@aucklanduni.ac.nz (Member) 3 Associate Professor, University of Padova, Padova,- Italy, NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some CYCLIC STRENGTH TESTING OF CHRISTCHURCH SANDS WITH 4 2.1 Materials tested The silty sands encountered between 2 and 8 m depth were highly variable in terms of fines content (FC2), with interbedded layers of non-plastic silt and fine sand occurring throughout the profile.This variation is also expressed in the CPT soil behaviour type index I c MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING 329 MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING - CONFLICTS BETWEEN DESIGN AND REALITY M.J. Nigel Priestley1 This paper was presentedduring the year as
RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 ANALYTICAL MODEL ON BEAM ELONGATION WITHIN THE REINFORCED Paper Number 43 5 moment. Here, the term d/2 is included to represent the “tension shift” effect, which is based on the assumption that the diagonal crack extends over a distance d along the member at the low moment end of the plastic hinges. The value e allows for the yield penetration of the reinforcement into the supporting member. SITE-EFFECT TERMS AS CONTINUOUS FUNCTIONS OF SITE PERIOD 3.3 Goodness-of-fit of models The goodness-of-fit of the various models was determined in terms of the Akaike Information Criterion value AIC (Akaike 1974), which accounts for both the closeness-of-fit in terms of the log- likelihood LL and the number of parameters (unconstrained coefficients) P of the model AIC =−2LL+2P (4) The best fit corresponds to the model that minimizes AIC. BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H88 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design SEISMIC ASSESSMENT AND IMPROVEMENT OF UNREINFORCED … 148 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 49, No. 2, June 2016 1 Corresponding Author, PhD Candidate, University of Padova, Padova - Italy, marta.giaretton@dicea.unipd.it 2 Lecturer, The University of Auckland, Auckland - New Zealand, ddiz001@aucklanduni.ac.nz (Member) 3 Associate Professor, University of Padova, Padova,- Italy, NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some CYCLIC STRENGTH TESTING OF CHRISTCHURCH SANDS WITH 4 2.1 Materials tested The silty sands encountered between 2 and 8 m depth were highly variable in terms of fines content (FC2), with interbedded layers of non-plastic silt and fine sand occurring throughout the profile.This variation is also expressed in the CPT soil behaviour type index I c MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING 329 MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING - CONFLICTS BETWEEN DESIGN AND REALITY M.J. Nigel Priestley1 This paper was presentedduring the year as
RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 ANALYTICAL MODEL ON BEAM ELONGATION WITHIN THE REINFORCED Paper Number 43 5 moment. Here, the term d/2 is included to represent the “tension shift” effect, which is based on the assumption that the diagonal crack extends over a distance d along the member at the low moment end of the plastic hinges. The value e allows for the yield penetration of the reinforcement into the supporting member. SITE-EFFECT TERMS AS CONTINUOUS FUNCTIONS OF SITE PERIOD 3.3 Goodness-of-fit of models The goodness-of-fit of the various models was determined in terms of the Akaike Information Criterion value AIC (Akaike 1974), which accounts for both the closeness-of-fit in terms of the log- likelihood LL and the number of parameters (unconstrained coefficients) P of the model AIC =−2LL+2P (4) The best fit corresponds to the model that minimizes AIC. BROWSING BY AUTHOR "BLAKELEY, R. W. G." Blakeley, R. W. G.; Williams, R. L.; Leuchars, John; Skinner, Ivan (1979-12-31). Cyclic load testing of two refined reinforced concrete beam-column joints BROWSING BY AUTHOR "BLUMENTHAL, E." Cole, J. W.; Sabel, C. E.; Blumenthal, E.; Finnis, K.; Dantas, A.; Barnard, S.; Johnston, D.M. (2005-09-30) Contact Us | Send Feedback NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Friday 28 April . 08.30 – 09.15. Auditorium. Keynote Address: Chair: David Whittaker. K-02 WORLD PROGRESS OF SEISMIC ISOLATION AND ENERGY DISSIPATION. Gianmario BROWSING BY AUTHOR "BOARDMAN, P. R." Now showing items 1-2 of 2. title; issue date; submit date; ascending; descending; 5; 10; Restoration of old Auckland Customhouse BROWSING BY AUTHOR "BOMMER, JULIAN J." Bird, Juliet F.; Crowley, Helen; Pinho, Rui; Bommer, Julian J. (2005-12-31) Contact Us | Send Feedback. Browse BROWSING BY AUTHOR "BLOXAM, M. J." Tauranga Harbour Crossing Stella Passage Bridge . Bloxam, M. J.; North, P. J. (1990-09-30) Contact Us | Send Feedback RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 BROWSING BY AUTHOR "BLENKINSOPP, J. G." Civil Defence at No. 1 Sub-Region level Auckland Regional Authority . Blenkinsopp, J. G. (1969-12-31) Contact Us | Send Feedback BROWSING BY AUTHOR "BOTHARA , J. K." Seismic retrofitting of low strength unreinforced masonry non-engineered school buildings PANEL CONNECTION DETAILS IN EXISTING NEW ZEALAND … 191 precast panel manufacturers, in addition to the Auckland Council archives. A total of 108 projects in Auckland, Wellington and Christchurch that were completed between BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H88 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design ESTIMATION OF THE VERTICAL SUBGRADE REACTION MODULUS K 3 by the CPT and the fines content. In this paper, the CF is given for the range of I c values between 1.00 and 2.60, with the latter value to be considered a delineation between cohesionless soils and fine NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC …9 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some A COMPENDIUM OF SOIL LIQUEFACTION POTENTIAL ASSESSMENT METHODS Paper 18 – A compendium of soil liquefaction potential assessment methods 2019 Pacific Conference on Earthquake Engineering and Annual NZSEE Conference 2 liquefaction are soil density, nearness to groundwater table, magnitude of earthquake vibrations, distance NZS 1170.5:2004 SITE SUBSOIL CLASSIFICATION OF WELLINGTON CITY 2 1.2 NZS1170.5:2004 site subsoil classification The influence of local geologic (site) conditions on the intensity of ground shaking and earthquake damage is well documented. OUT-OF-PLANE STABILITY OF GUSSET PLATES USING A SIMPLIFIED Out-of-plane stability of gusset plates using a simplified notional load yield line method 2017 NZSEE Conference B. Zaboli & G.C. Clifton Department of Civil and Environmental Engineering, University of THE TRANSITION PERIOD T IN THE RECOMMENDED SPECTRA OF THE The transition period T L in the recommended spectra of the draft New Zealand Seismic Isolation Guidelines 2017 NZSEE Conference G.H. McVerry, C. Van Houtte. A. Kaiser, C. Holden, B. Fry & PERFORMANCE OF ENGINEERED TIMBER STRUCTURES IN THE PERFORMANCE OF ENGINEERED TIMBER STRUCTURES IN THE CANTERBURY EARTHQUAKES Andrew Buchanan1, David Carradine2 and Justin Jordan3 SUMMARY The September 2010 and February 2011 earthquakes in Canterbury, New Zealand resulted in significant BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H88 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design ESTIMATION OF THE VERTICAL SUBGRADE REACTION MODULUS K 3 by the CPT and the fines content. In this paper, the CF is given for the range of I c values between 1.00 and 2.60, with the latter value to be considered a delineation between cohesionless soils and fine NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC …9 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some A COMPENDIUM OF SOIL LIQUEFACTION POTENTIAL ASSESSMENT METHODS Paper 18 – A compendium of soil liquefaction potential assessment methods 2019 Pacific Conference on Earthquake Engineering and Annual NZSEE Conference 2 liquefaction are soil density, nearness to groundwater table, magnitude of earthquake vibrations, distance NZS 1170.5:2004 SITE SUBSOIL CLASSIFICATION OF WELLINGTON CITY 2 1.2 NZS1170.5:2004 site subsoil classification The influence of local geologic (site) conditions on the intensity of ground shaking and earthquake damage is well documented. OUT-OF-PLANE STABILITY OF GUSSET PLATES USING A SIMPLIFIED Out-of-plane stability of gusset plates using a simplified notional load yield line method 2017 NZSEE Conference B. Zaboli & G.C. Clifton Department of Civil and Environmental Engineering, University of THE TRANSITION PERIOD T IN THE RECOMMENDED SPECTRA OF THE The transition period T L in the recommended spectra of the draft New Zealand Seismic Isolation Guidelines 2017 NZSEE Conference G.H. McVerry, C. Van Houtte. A. Kaiser, C. Holden, B. Fry & PERFORMANCE OF ENGINEERED TIMBER STRUCTURES IN THE PERFORMANCE OF ENGINEERED TIMBER STRUCTURES IN THE CANTERBURY EARTHQUAKES Andrew Buchanan1, David Carradine2 and Justin Jordan3 SUMMARY The September 2010 and February 2011 earthquakes in Canterbury, New Zealand resulted in significant SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some PANEL CONNECTION DETAILS IN EXISTING NEW ZEALAND … 191 precast panel manufacturers, in addition to the Auckland Council archives. A total of 108 projects in Auckland, Wellington and Christchurch that were completed between THE TRANSITION PERIOD T IN THE RECOMMENDED SPECTRA OF THE The transition period T L in the recommended spectra of the draft New Zealand Seismic Isolation Guidelines 2017 NZSEE Conference G.H. McVerry, C. Van Houtte. A. Kaiser, C. Holden, B. Fry & WHAT DUCTILITY VALUE SHOULD BE USED WHEN ASSESSING 2 of any non-residential building with a strength less than 33% of that required for a new building standard (NBS). 2.2 Assessment of URM buildings subjected to earthquake loading During an earthquake, walls in buildings are simultaneously subjected to both in-plane and out-of- SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS WITHIN Paper Number O69 Seismic performance of non-structural elements within buildings H. Ferner, M. Wemyss, A. Baird & A. Beer Beca Ltd, Auckland,New Zealand.
DISPLACEMENT AND ACCELERATION DESIGN SPECTRA FOR SEISMIC 4 response of a given response parameter is taken as the average of the results for each strong motion record. For brevity, detailed results presented here are for the R=1.8 (1 in 2,500 year) analysisonly.
PERFORMANCE OF ENGINEERED TIMBER STRUCTURES IN THE PERFORMANCE OF ENGINEERED TIMBER STRUCTURES IN THE CANTERBURY EARTHQUAKES Andrew Buchanan1, David Carradine2 and Justin Jordan3 SUMMARY The September 2010 and February 2011 earthquakes in Canterbury, New Zealand resulted in significant THE “RAPID EARTHQUAKE DAMAGE ASSESSMENT SYSTEM (REDAS runup and inundation extent. To address this concern, a software called Rapid Earthquake Damage Assessment System (REDAS) was developed by PHIVOLCS in 2002 under funding from its mother BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H85 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design SEISMIC ASSESSMENT AND IMPROVEMENT OF UNREINFORCED … 148 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 49, No. 2, June 2016 1 Corresponding Author, PhD Candidate, University of Padova, Padova - Italy, marta.giaretton@dicea.unipd.it 2 Lecturer, The University of Auckland, Auckland - New Zealand, ddiz001@aucklanduni.ac.nz (Member) 3 Associate Professor, University of Padova, Padova,- Italy, NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING 329 MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING - CONFLICTS BETWEEN DESIGN AND REALITY M.J. Nigel Priestley1 This paper was presentedduring the year as
RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H85 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design SEISMIC ASSESSMENT AND IMPROVEMENT OF UNREINFORCED … 148 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 49, No. 2, June 2016 1 Corresponding Author, PhD Candidate, University of Padova, Padova - Italy, marta.giaretton@dicea.unipd.it 2 Lecturer, The University of Auckland, Auckland - New Zealand, ddiz001@aucklanduni.ac.nz (Member) 3 Associate Professor, University of Padova, Padova,- Italy, NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING 329 MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING - CONFLICTS BETWEEN DESIGN AND REALITY M.J. Nigel Priestley1 This paper was presentedduring the year as
RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 BROWSING BY AUTHOR "BILLINGS, I. J." Park, R.; Billings, I. J.; Clifton, G. C.; Cousins, J.; Filiatrault, A.; Jennings, D. N.; Jones, L. C. P.; Perrin, N. D.; Rooney, S. L.; Sinclair, J.; Spurr, D. D SCION HUB: A THREE STOREY SEISMICALLY RESILIENT TIMBER The proposed building is a 3-storey 1800sqm facility that uses different engineered wood products in different ways to form the building’s floors, stairs, lift shaft, partitions and primarybracing in both
DEVELOPING GUIDELINES FOR THE SEISMIC ASSESSMENT OF Figure 1. Examples of glazing damage that occurred in the September 4th 2010 Darfield earthquake (Dhakal 2010) and the February 22nd 2011 Christchurch earthquake (Baird et al. 2011). COMPARISON BETWEEN NZS 1170.5 SEISMIC DESIGN SPECTRA … 59 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 50, No. 1, March 2017 1 Director / Senior Structural Engineer – StrukTEQ Design and Consulting Ltd., New Zealand. caudillo@strukteqdc.co.nz (Member) ESTIMATION OF THE VERTICAL SUBGRADE REACTION MODULUS K 3 by the CPT and the fines content. In this paper, the CF is given for the range of I c values between 1.00 and 2.60, with the latter value to be considered a delineation between cohesionless soils and fine LATERAL LOADING OF SHALLOW FOUNDATIONS Paper No. 6.03.01 1 1 INTRODUCTION The resistance of shallow foundations to lateral loads is often relied upon to transmit the base shear forces from the ground to a building during an earthquake. PANEL CONNECTION DETAILS IN EXISTING NEW ZEALAND … 191 precast panel manufacturers, in addition to the Auckland Council archives. A total of 108 projects in Auckland, Wellington and Christchurch that were completed between WHAT DUCTILITY VALUE SHOULD BE USED WHEN ASSESSING 2 of any non-residential building with a strength less than 33% of that required for a new building standard (NBS). 2.2 Assessment of URM buildings subjected to earthquake loading During an earthquake, walls in buildings are simultaneously subjected to both in-plane and out-of- SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS WITHIN Paper Number O69 Seismic performance of non-structural elements within buildings H. Ferner, M. Wemyss, A. Baird & A. Beer Beca Ltd, Auckland,New Zealand.
TOWARDS DISPLACEMENT-BASED SEISMIC ASSESSMENT IN EUROPE Paper Number XX Towards displacement-based seismic assessment in Europe Pavia, Italy 2013 NZSEE Conference T.J. Sullivan Department of Civil Engineering and Architecture, University of Pavia, BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H85 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design SEISMIC ASSESSMENT AND IMPROVEMENT OF UNREINFORCED … 148 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 49, No. 2, June 2016 1 Corresponding Author, PhD Candidate, University of Padova, Padova - Italy, marta.giaretton@dicea.unipd.it 2 Lecturer, The University of Auckland, Auckland - New Zealand, ddiz001@aucklanduni.ac.nz (Member) 3 Associate Professor, University of Padova, Padova,- Italy, NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING 329 MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING - CONFLICTS BETWEEN DESIGN AND REALITY M.J. Nigel Priestley1 This paper was presentedduring the year as
RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H85 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design SEISMIC ASSESSMENT AND IMPROVEMENT OF UNREINFORCED … 148 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 49, No. 2, June 2016 1 Corresponding Author, PhD Candidate, University of Padova, Padova - Italy, marta.giaretton@dicea.unipd.it 2 Lecturer, The University of Auckland, Auckland - New Zealand, ddiz001@aucklanduni.ac.nz (Member) 3 Associate Professor, University of Padova, Padova,- Italy, NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING 329 MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING - CONFLICTS BETWEEN DESIGN AND REALITY M.J. Nigel Priestley1 This paper was presentedduring the year as
RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 BROWSING BY AUTHOR "BILLINGS, I. J." Park, R.; Billings, I. J.; Clifton, G. C.; Cousins, J.; Filiatrault, A.; Jennings, D. N.; Jones, L. C. P.; Perrin, N. D.; Rooney, S. L.; Sinclair, J.; Spurr, D. D SCION HUB: A THREE STOREY SEISMICALLY RESILIENT TIMBER The proposed building is a 3-storey 1800sqm facility that uses different engineered wood products in different ways to form the building’s floors, stairs, lift shaft, partitions and primarybracing in both
DEVELOPING GUIDELINES FOR THE SEISMIC ASSESSMENT OF Figure 1. Examples of glazing damage that occurred in the September 4th 2010 Darfield earthquake (Dhakal 2010) and the February 22nd 2011 Christchurch earthquake (Baird et al. 2011). COMPARISON BETWEEN NZS 1170.5 SEISMIC DESIGN SPECTRA … 59 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 50, No. 1, March 2017 1 Director / Senior Structural Engineer – StrukTEQ Design and Consulting Ltd., New Zealand. caudillo@strukteqdc.co.nz (Member) ESTIMATION OF THE VERTICAL SUBGRADE REACTION MODULUS K 3 by the CPT and the fines content. In this paper, the CF is given for the range of I c values between 1.00 and 2.60, with the latter value to be considered a delineation between cohesionless soils and fine LATERAL LOADING OF SHALLOW FOUNDATIONS Paper No. 6.03.01 1 1 INTRODUCTION The resistance of shallow foundations to lateral loads is often relied upon to transmit the base shear forces from the ground to a building during an earthquake. PANEL CONNECTION DETAILS IN EXISTING NEW ZEALAND … 191 precast panel manufacturers, in addition to the Auckland Council archives. A total of 108 projects in Auckland, Wellington and Christchurch that were completed between WHAT DUCTILITY VALUE SHOULD BE USED WHEN ASSESSING 2 of any non-residential building with a strength less than 33% of that required for a new building standard (NBS). 2.2 Assessment of URM buildings subjected to earthquake loading During an earthquake, walls in buildings are simultaneously subjected to both in-plane and out-of- SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS WITHIN Paper Number O69 Seismic performance of non-structural elements within buildings H. Ferner, M. Wemyss, A. Baird & A. Beer Beca Ltd, Auckland,New Zealand.
TOWARDS DISPLACEMENT-BASED SEISMIC ASSESSMENT IN EUROPE Paper Number XX Towards displacement-based seismic assessment in Europe Pavia, Italy 2013 NZSEE Conference T.J. Sullivan Department of Civil Engineering and Architecture, University of Pavia, BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H85 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design SEISMIC ASSESSMENT AND IMPROVEMENT OF UNREINFORCED … 148 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 49, No. 2, June 2016 1 Corresponding Author, PhD Candidate, University of Padova, Padova - Italy, marta.giaretton@dicea.unipd.it 2 Lecturer, The University of Auckland, Auckland - New Zealand, ddiz001@aucklanduni.ac.nz (Member) 3 Associate Professor, University of Padova, Padova,- Italy, NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING 329 MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING - CONFLICTS BETWEEN DESIGN AND REALITY M.J. Nigel Priestley1 This paper was presentedduring the year as
RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H85 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design SEISMIC ASSESSMENT AND IMPROVEMENT OF UNREINFORCED … 148 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 49, No. 2, June 2016 1 Corresponding Author, PhD Candidate, University of Padova, Padova - Italy, marta.giaretton@dicea.unipd.it 2 Lecturer, The University of Auckland, Auckland - New Zealand, ddiz001@aucklanduni.ac.nz (Member) 3 Associate Professor, University of Padova, Padova,- Italy, NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING 329 MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING - CONFLICTS BETWEEN DESIGN AND REALITY M.J. Nigel Priestley1 This paper was presentedduring the year as
RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 BROWSING BY AUTHOR "BILLINGS, I. J." Park, R.; Billings, I. J.; Clifton, G. C.; Cousins, J.; Filiatrault, A.; Jennings, D. N.; Jones, L. C. P.; Perrin, N. D.; Rooney, S. L.; Sinclair, J.; Spurr, D. D SCION HUB: A THREE STOREY SEISMICALLY RESILIENT TIMBER The proposed building is a 3-storey 1800sqm facility that uses different engineered wood products in different ways to form the building’s floors, stairs, lift shaft, partitions and primarybracing in both
DEVELOPING GUIDELINES FOR THE SEISMIC ASSESSMENT OF Figure 1. Examples of glazing damage that occurred in the September 4th 2010 Darfield earthquake (Dhakal 2010) and the February 22nd 2011 Christchurch earthquake (Baird et al. 2011). COMPARISON BETWEEN NZS 1170.5 SEISMIC DESIGN SPECTRA … 59 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 50, No. 1, March 2017 1 Director / Senior Structural Engineer – StrukTEQ Design and Consulting Ltd., New Zealand. caudillo@strukteqdc.co.nz (Member) ESTIMATION OF THE VERTICAL SUBGRADE REACTION MODULUS K 3 by the CPT and the fines content. In this paper, the CF is given for the range of I c values between 1.00 and 2.60, with the latter value to be considered a delineation between cohesionless soils and fine LATERAL LOADING OF SHALLOW FOUNDATIONS Paper No. 6.03.01 1 1 INTRODUCTION The resistance of shallow foundations to lateral loads is often relied upon to transmit the base shear forces from the ground to a building during an earthquake. PANEL CONNECTION DETAILS IN EXISTING NEW ZEALAND … 191 precast panel manufacturers, in addition to the Auckland Council archives. A total of 108 projects in Auckland, Wellington and Christchurch that were completed between WHAT DUCTILITY VALUE SHOULD BE USED WHEN ASSESSING 2 of any non-residential building with a strength less than 33% of that required for a new building standard (NBS). 2.2 Assessment of URM buildings subjected to earthquake loading During an earthquake, walls in buildings are simultaneously subjected to both in-plane and out-of- SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS WITHIN Paper Number O69 Seismic performance of non-structural elements within buildings H. Ferner, M. Wemyss, A. Baird & A. Beer Beca Ltd, Auckland,New Zealand.
TOWARDS DISPLACEMENT-BASED SEISMIC ASSESSMENT IN EUROPE Paper Number XX Towards displacement-based seismic assessment in Europe Pavia, Italy 2013 NZSEE Conference T.J. Sullivan Department of Civil Engineering and Architecture, University of Pavia, BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC RESPONSE OF TORSIONALLY IRREGULAR SINGLE … 44 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 52, No. 1, March 2019 1 Ruamoko Solutions, Christchurch, New Zealand 2 Associate Professor, Department of Civil and Natural Resource Engineering, University of Canterbury, Christchurch, New Zealand 3 Holmes Consulting, Christchurch, New Zealand 4 Ministry of Business, Innovation & Employment, Christchurch, New Zealand NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some CYCLIC STRENGTH TESTING OF CHRISTCHURCH SANDS WITH 4 2.1 Materials tested The silty sands encountered between 2 and 8 m depth were highly variable in terms of fines content (FC2), with interbedded layers of non-plastic silt and fine sand occurring throughout the profile.This variation is also expressed in the CPT soil behaviour type index I c TOWARDS DISPLACEMENT-BASED SEISMIC ASSESSMENT IN EUROPE Paper Number XX Towards displacement-based seismic assessment in Europe Pavia, Italy 2013 NZSEE Conference T.J. Sullivan Department of Civil Engineering and Architecture, University of Pavia, GEOTECHNICAL ASPECTS OF THE 22 FEBRUARY 2011 … 205 GEOTECHNICAL ASPECTS OF THE 22 FEBRUARY 2011 CHRISTCHURCH EARTHQUAKE Misko Cubrinovski1, Brendon Bradley1, Liam Wotherspoon2, Russell Green3, Jonathan Bray4, Clint Wood5, Michael Pender2, John Allen6 Aaron Bradshaw 7, Glenn Rix8, Merrick Taylor1, Kelly Robinson1, Duncan Henderson1, Simona Giorgini1, Kun Ma1, Anna Winkley1, Josh Zupan4, Thomas O’Rourke9, COMMUNITY RESILIENCE AND THE U.S. RESILIENCY COUNCIL’S 1 Community resilience and the U.S. Resiliency Council’s Building Rating System Chair USRC Board 2017 NZSEE Conference R.L. Mayes Simpson Gumpertz & Heger Inc. BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING The Bulletin of the New Zealand Society for Earthquake Engineering (NZSEE) is a quarterly journal that publishes articles in all fields of earthquake engineering, including but not limited to structural engineering, geotechnical engineering, engineering seismology, social science, and reconnaissance reports from major earthquakes around theworld.
SEISMIC RESPONSE OF TORSIONALLY IRREGULAR SINGLE … 44 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 52, No. 1, March 2019 1 Ruamoko Solutions, Christchurch, New Zealand 2 Associate Professor, Department of Civil and Natural Resource Engineering, University of Canterbury, Christchurch, New Zealand 3 Holmes Consulting, Christchurch, New Zealand 4 Ministry of Business, Innovation & Employment, Christchurch, New Zealand NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Published by New Zealand Society for Earthquake Engineering Incorporated PO Box 2193, Wellington, New Zealand April 2012 Printed by: The Caxton Press Limited, printers of SEISMIC DESIGN OF STORAGE TANKS M. J. N. PRIESTLEY J. H 272 SEISMIC DESIGN OF STORAGE TANKS M. J. N. Priestley1 J. H. Wood2 and B. J. Davidson* ABSTRACT A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the Seismic Design RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE … 77 RE-EVALUATION OF CONDITIONAL PROBABILITY OF RUPTURE OF THE WELLINGTON-HUTT VALLEY SEGMENT OF THE WELLINGTON FAULT D.A. Rhoades1, R.J. Van Dissen2, R.M. Langridge3 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC … 123 ACCELERATED BRIDGE CONSTRUCTION (ABC) AND SEISMIC DAMAGE RESISTANT TECHNOLOGY: A NEW ZEALAND CHALLENGE Alessandro Palermo1 and Mustafa Mashal2 SUMMARY Although New Zealand bridges performed well structurally during recent Canterbury earthquakes, some CYCLIC STRENGTH TESTING OF CHRISTCHURCH SANDS WITH 4 2.1 Materials tested The silty sands encountered between 2 and 8 m depth were highly variable in terms of fines content (FC2), with interbedded layers of non-plastic silt and fine sand occurring throughout the profile.This variation is also expressed in the CPT soil behaviour type index I c TOWARDS DISPLACEMENT-BASED SEISMIC ASSESSMENT IN EUROPE Paper Number XX Towards displacement-based seismic assessment in Europe Pavia, Italy 2013 NZSEE Conference T.J. Sullivan Department of Civil Engineering and Architecture, University of Pavia, GEOTECHNICAL ASPECTS OF THE 22 FEBRUARY 2011 … 205 GEOTECHNICAL ASPECTS OF THE 22 FEBRUARY 2011 CHRISTCHURCH EARTHQUAKE Misko Cubrinovski1, Brendon Bradley1, Liam Wotherspoon2, Russell Green3, Jonathan Bray4, Clint Wood5, Michael Pender2, John Allen6 Aaron Bradshaw 7, Glenn Rix8, Merrick Taylor1, Kelly Robinson1, Duncan Henderson1, Simona Giorgini1, Kun Ma1, Anna Winkley1, Josh Zupan4, Thomas O’Rourke9, COMMUNITY RESILIENCE AND THE U.S. RESILIENCY COUNCIL’S 1 Community resilience and the U.S. Resiliency Council’s Building Rating System Chair USRC Board 2017 NZSEE Conference R.L. Mayes Simpson Gumpertz & Heger Inc. BROWSING BY AUTHOR "BILLINGS, I." Hutchinson, G.; Wilson, J.; Pham, L.; Billings, I.; Jury, R.; King, A. (1995-12-31) Contact Us | Send Feedback. Browse BROWSING BY AUTHOR "BILLINGS, I. J." Park, R.; Billings, I. J.; Clifton, G. C.; Cousins, J.; Filiatrault, A.; Jennings, D. N.; Jones, L. C. P.; Perrin, N. D.; Rooney, S. L.; Sinclair, J.; Spurr, D. D BROWSING BY AUTHOR "BIRD, GEOFF" SESOC has, over a period of time, developed and acquired a number of structural software design programs. This paper will preview a new development, namely “Gen-Wall”, a software program developed specifically for the BROWSING BY AUTHOR "BARRELL, D." Quigley, M.; Van Dissen, R.; Villamor, P.; Litchfield, N.; Barrell, D.; Furlong, K.; Stahl, T.; Duffy, B.; Bilderback, E.; Noble, D.; Townsend, D.; Begg, J.; Jongens BROWSING BY AUTHOR "BILLINGS, IAN" Now showing items 1-1 of 1. title; issue date; submit date; ascending; descending; 5; 10; Christchurch City Council lifelines BROWSING BY AUTHOR "BIRSS, G. R." Methodology for the assessment of the damage cost resulting from a large earthquake in the vicinity of Wellington BROWSING BY AUTHOR "BESKHYROUN, S." Modal identification of a bridge-abutment system using forced vibration testing . Hogan, L.S.; Wotherspoon, L.M.; Beskhyroun, S.; Ingham, J.M. (2012-12-31) BROWSING BY AUTHOR "BINNEY, J. R." The development of the design of the ANZ head office building, Lambton Quay, Wellington BROWSING BY AUTHOR "BERRILL, J.B." Liquefaction at the Imperial Valley Wildlife Site . Davis, R.O.; Berrill, J.B. (2001-06-30) Contact Us | Send Feedback TECHNICAL NOTE IMPLEMENTATION OF THE STRUCTURAL 159 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 51, No. 3, September 2018 1 Senior Engineer, Holmes Structures, Los Angeles, CA, dion.marriott@holmesstructures.com (Member) TECHNICAL NOTE IMPLEMENTATION OF THE STRUCTURALSkip to content
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