Two-degree-of-freedom modal response history analysis of buildings with specific vertical irregularities

Author:

Lin Jui-Liang,Tsaur Chih-Chia,Tsai Keh-Chyuan

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

1. Qualitative review of seismic response of vertically irregular building frames;Soni;ISET J Earthquake Technol Technical Note,2006

2. Al-Ali AAK, Krawinkler H. Effects of vertical irregularities on seismic behavior of building structures. Rep. No. 130. Stanford, Calif.: John A. Blume Earthquake Engineering Center, Stanford Univ.; 1998.

3. Seismic response of vertically irregular frames: response history and modal pushover analyses;Chintanapakdee;J Struct Eng, ASCE,2004

4. UBC. Uniform building code. International conference of building officials, Whittier, CA; 1994.

5. Seismic response of building frames with vertical structural irregularities;Valmundsson;J Struct Eng, ASCE,1997

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