Structural Engineering

All Items

• Seismic fragility of masonry infilled reinforced concrete frames under in-plane loading: A hybrid experimental and numerical approach

  Siyavur Raheem, Julian Thamboo, Chinthaka Mallikarachi, Kushan Wijesundara, Priyan Dias

  275-294

• Standardised timber moment-resisting frames for multistorey buildings: Experimental testing

  Michael Newcombe, Jack Tombleson, Sam Leslie, Andrew Hewitt

  252-264

• Tuning procedure for the resilient slip-friction joint (RSFJ)

  Nicholas Chan, Ashkan Hashemi, Pierre Quenneville

  265-274

• Investigating the impacts of design ductility values and importance levels on the performance of base-isolated buildings in New Zealand

  Claire Dong, Timothy Sullivan, Didier Pettinga

  169-186

• Seismic performance and loss assessment of light timber frame residential houses in New Zealand: State of the art

  Kexin Wang, Minghao Li, Angela Liu, Rajesh Dhakal

  148-168

• Simplified relationships between inelastic and elastic spectral acceleration demands for seismic design in New Zealand

  Tom Francis, Timothy Sullivan

  133-147

• Recommendations for the shape of the design response spectrum in the New Zealand seismic loadings technical specification

  Tom C Francis, Timothy J Sullivan, Anne M Hulsey, Kenneth J Elwood

  83-97

• Overview of TS 1170.5:2025 and changes from NZS 1170.5:2004

  Kenneth Elwood, Matthew Gerstenberger, Nick Horspool, Anne Hulsey, Rob Jury, Rick Wentz, Misko Cubrinovski, John Hare, John Hooper, Anna Philott, Tim Sullivan

  73-82

• Development of provisions for simplified design of rocking foundations

  Maxim Millen, John Hare

  40-51

• Recommendations for the revision of the approach for seismic design of parts and components in New Zealand design standards

  Kieran Haymes, Timothy J. Sullivan, John Hare

  52-72

• Impact of seismic demand on construction costs for buildings up to 8 storeys high

  Enrique del Rey Castillo; Charles Clifton; Vicente Gonzalez, Johnson Adafin

  223-233

• Rapid repair of RC columns with post-tensioned external clamps

  Julián D Rincón, Santiago Pujol

  163-180

• Comparison of seismic assessment guidelines using a case study reinforced concrete wall building

  Faraz Zaidi, Max Stephens, Ken Elwood

  143-162

• Method to identify if torsional mode of a building is its first mode

  TAMIZHARASI G, C.V.R.Mury

  69-84

• A comparative investigation on experimental lateral behaviour of bare RC frame, non-strengthened and ferrocement strengthened masonry infilled RC frame

  Dr. Debasish Sen, Dr. Fatema Tuz Zahura, Mr. Anik Das, Dr. Hamood Alwashali, Dr. Md. Shafiul Islam, Dr. Masaki Maeda, Dr. Matsutaro Seki, Dr. Muhammad Abdur Rahman Bhuiyan

  85-96

• Sectional response of non-rectangular concrete walls with minimum vertical reinforcement

  Tianhua Deng, Richard S Henry

  58-68

• Seismic design of buildings: Where to next?

  Rajesh P. Dhakal

  1-17

• Structures incorporating damping devices: Are we correct in our design thinking?

  Athol J. Carr, Arun M. Puthanpurayil, Richard Sharpe, Rob Jury

  43-57

• New Zealand specific consequence functions for seismic loss assessment

  Matthew Fox, Trevor Yeow, Jared Keen, Tim Sullivan, Alberto Pavese

  18-26

• Strengthening damaged columns on the soft first story of reinforced concrete building using ultra-high-strength fiber-reinforced concrete panels

  Su A Lim, Masanori Tani, Hidekazu Watanabe, Tomohisa Mukai, Eiichirou Nishimura, Shinsuke Hori, Tsubasa Hattori, Daisuke Matsumoto, Minehiro Nishiyama

  27-42

• Seismic fragility of reinforced concrete buildings with hollow-core flooring systems

  Tom Francis, Eyitayo Opabola, Timothy Sullivan, Kenneth Elwood, Cameron Belliss

  250-260

• Earthquake design loads for retaining walls

  John Wood

  201-220

• Simplified seismic loss assessment using limit state loss-intensity models

  Amir Orumiyehei, Timothy Sullivan

  127-151

• The state of practice in soil-structure interaction modelling in New Zealand

  Theo Hnat, Christopher McGann, Liam Wotherspoon

  169-185

• Numerical modelling approaches for predicting the seismic response of monopole-supported dissipative controlled rocking bridge piers

  Sabina Piras, Alessandro Palermo, Gabriele Chiaro

  152-168