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Large coseismic displacements and tall buildings

  • Published:2011-11-29 Issue: Volume:20 Page:85-99
  • ISSN:1541-7794
  • Container-title:The Structural Design of Tall and Special Buildings
  • language:en
  • Short-container-title:Struct. Design Tall Spec. Build.

Author:

Ventura Carlos E.1,Archila Manuel1,Bebamzadeh Armin1,Liam Finn W. D.1

Affiliation:

1. Department of Civil Engineering; The University of British Columbia; Vancouver; BC; Canada

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference15 articles.

1. Archila M. 2011 Nonlinear response of high-rise buildings: effect of directionality of ground motions

2. Uncertainties in establishing design earthquakes;Anderson;Journal of Structural Engineering,1987

3. Antoniou S Pinho R 2010 SeismoSignal http://www.seismosoft.com

4. Seismic input motions for nonlinear structural analysis;Bolt;ISET Journal of Earthquake Technology,2004

5. Aseismic design implications of near fault San Fernando earthquake records;Bertero;Earthquake Engineering and Structural Dynamics,1978

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1. Residual displacement responses of RC bridge columns with degradation and pinching effect under near-fault pulsed ground motions;Bulletin of Earthquake Engineering;2024-03-22

2. Enhancement of the Performance of Two Tall Buildings with End Shear Walls Using Nonlinear Time History Analysis: A Case Study;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-12-08

3. The Seismic Behavior of Buildings with Flat Slab Systems under Near-Fault Ground Motions;Düzce Üniversitesi Bilim ve Teknoloji Dergisi;2023-10-24

4. Effects of fling step on the seismic response of reinforced concrete arch bridges;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2023-09-27

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