An improved displacement-based adaptive pushover procedure based on factor modal combination rule-Reference-Cited by-同舟云学术

An improved displacement-based adaptive pushover procedure based on factor modal combination rule

Published:2014-05-31 Issue:2 Volume:13 Page:223-241
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Abbasnia Reza,Tajik Davoudi A.,Maddah M. M.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11803-014-0226-0.pdf

Reference35 articles.

1. Antoniou S and Pinho R (2004a), “Advantages and Limitations of Adaptive and Non-adaptive Force-Based Pushover Procedures,” Journal of Earthquake Engineering, 8: 497–522.

2. Antonio S and Pinho R (2004b), “Development and Verification of a Displacement-based Adaptive Pushover Procedure,” Journal of Earthquake Engineering, 8: 643–661.

3. Applied Technology Council (ATC) (1996), “Seismic Evaluation and Retrofit of Concrete Buildings,” Vols. 1 and 2, Report No. ATC-40, Redwood City, California.

4. Bracci JM, Kunnath SK and Reinhorn AM (1997), “Seismic Performance and Retrofit Evaluation of Reinforced Concrete Structures,” ASCE, Journal of Structural Engineering, 123: 3–10.

5. Building Seismic Safety Council (BSSC) (1998), “NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures,” Parts 1 and 2, FEMA-302 and FEMA-303, Washington (DC): Federal Emergency Management Agency (FEMA).

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