Comparative Study of Seismic Behavior of Multistory Reinforced Concrete Framed Structures

Author:

Lu Yong1

Affiliation:

1. Assistant Professor, School of Civil and Environmental En gineering, Nanyang Technological Univ., Singapore 639798.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Charney F. A. and Bertero V. V. (1982). “An evaluation of the design and analytical seismic response of a seven-story reinforcement concrete frame-wall structure.” Rep. No. UCB/EERC-82/08 Univ. of California Berkeley Calif.

2. Eurocode 8 (EC8). [1988 (draft)]; (1994). “Design provisions for earthquake resistance of structures.” CEN (European Commission for Standardization)/ TC250/SC8 Brussels Belgium.

3. Kanaan A. E. and Powell G. H. (1973). “DRAIN-2D: A general-purpose computer program for dynamic analysis of inelastic plane structures.” Rep. No. UCB/EERC-73/6 Earthquake Engineering Research Center Univ. of California Berkeley Calif.

4. Lu Y. (1996). “Study of seismic behavior of reinforced concrete frames having vertical irregularities.” Doctoral dissertation National Technical Univ. of Athens Athens.

5. Seismic response of reinforced concrete frames with strength and stiffness irregularities.;Lu Y.;ACI Struct. J.,1999

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