Structural Engineering

All Items

• 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

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

  Faraz Zaidi, Max Stephens, Ken Elwood

  143-162

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

  Julián D Rincón, Santiago Pujol

  163-180

• 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

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

  TAMIZHARASI G, C.V.R.Mury

  69-84

• 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

• 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

• Earthquake design loads for retaining walls

  John Wood

  201-220

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

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

  250-260

• 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

• Performance of rocking frames with friction tension-only devices

  Kiran Rangwani, Gregory MacRae, Geoffrey Rodgers

  71-90

• Post-earthquake building assessments How long do they take?

  Shreedhar Khakurel, Trevor Yeow, Sandip Saha, Rajesh P. Dhakal

  115-126

• Review of recently constructed concrete wall-steel frame hybrid buildings

  Claire Pascua, Rick Henry, Charlotte Toma

  91-103

• Assessment of the torsional behaviour of hollow core slabs

  Ana Isabel Sarkis Fernandez, Timothy J Sullivan, Emanuele Brunesi, Roberto Nascimbene

  104-114

• Seismic effects of bracing irregularity of light timber-framed buildings

  Angela Liu, Minghao Li

  29-37

• Investigating the impact of design criteria on the expected seismic losses of multi-storey office buildings

  Michael Williamson, Luis John, Tim Sullivan

  11-28

• Implications of seismic detailing on the fire performance of post-tensioned timber frames

  Paul Horne, Alessandro Palermo, Anthony Abu, Peter Moss

  229-240

• Estimating fire following earthquake risk for Wellington City, New Zealand

  Finn Scheele, Biljana Lukovic, Jose Moratalla, Alexandre Dunant, Nick Horspool

  241-256

• Key drivers in using low damage seismic designs in Christchurch buildings

  Juliet Skidmore, Gabriele Granello, Alessandro Palermo

  214-228

• System overstrength factor induced by interaction between structural reinforced concrete walls, floors and gravity frames: Analytical formulation

  Reza E. Sedgh, Rajesh P. Dhakal, Chin-Long Lee, Athol Carr

  138-154