Treatment of P -Δ Effects in Displacement-Based Seismic Design for SDOF Systems-Reference-Cited by-同舟云学术

Treatment of P -Δ Effects in Displacement-Based Seismic Design for SDOF Systems

Published:2012-05 Issue:3 Volume:17 Page:509-518
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wei Bin¹,Xu Yan²,Li Jianzhong³

Affiliation:

1. Ph.D. Candidate, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

2. Lecturer, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

3. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000275

Reference24 articles.

1. Adam C. Ibarra L. F. and Krawinkler H. (2004). “Evaluation of p-delta effects in non-deteriorating MDOF structures from equivalent SDOF systems.” Proc. 13th World Conf. on Earthquake Engineering (CD-ROM) Canadian Association for Earthquake Engineering Vancouver B.C. Canada 3407.

2. AASHTO. (2009). Guide specifications for LRFD seismic bridge design 1st Ed. Washington DC.

3. Applied Technology Council (ATC). (2005). Improvement of nonlinear static seismic analysis procedures (FEMA 440) Washington DC.

4. Applied Technology Council (ATC). (2009). Quantification of building seismic performance factors (FEMA P695) Redwood City CA.

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