Fully Nonlinear versus Equivalent Linear Computation Method for Seismic Analysis of Midrise Buildings on Soft Soils-Reference-Cited by-同舟云学术

Fully Nonlinear versus Equivalent Linear Computation Method for Seismic Analysis of Midrise Buildings on Soft Soils

Published:2014-08 Issue:4 Volume:14 Page:04014016
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fatahi Behzad¹,Tabatabaiefar S. Hamid Reza²

Affiliation:

1. Senior Lecturer of Geotechnical Engineering, Centre for Built Infrastructure Research, Univ. of Technology Sydney, Sydney, NSW 2007, Australia.

2. Research Assistant, Centre for Built Infrastructure Research, Univ. of Technology Sydney, Sydney, NSW 2007, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000354

Reference40 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete.” ACI 318-08 Detroit.

2. Applied Technology Council (ATC). (1996). “Seismic evaluation and retrofit of concrete buildings.” ATC-40 Vol. 1 Redwood City CA.

3. Applied Technology Council (ATC). (1997). “NEHRP guidelines for the seismic rehabilitation of buildings.” Rep. 273 Prepared for FEMA Washington DC.

4. Australian Standards. (2002). “Structural design actions—Part 1: Permanent imposed and other actions.” AS/NZS1170.1 Sydney Australia.

5. Australian Standards. (2007). “Structural design actions—Part 4: Earthquake actions in Australia.” AS1170.4 Sydney Australia.

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