Structural System Identification of Buildings by a Wave Method Based on a Nonuniform Timoshenko Beam Model-Reference-Cited by-同舟云学术

Structural System Identification of Buildings by a Wave Method Based on a Nonuniform Timoshenko Beam Model

Published:2015-08 Issue:8 Volume:141 Page:04015022
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ebrahimian Mahdi¹,Todorovska Maria I.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531.

2. Research Professor, Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000933

Reference45 articles.

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2. Dynamic characteristics of multistory buildings;Blume J. A.;J. Struct. Div.,1968

3. In situ experiments and seismic analysis of existing buildings. Part II: Seismic integrity threshold

4. CESMD (Center for Engineering Strong Motion Data). (2014). “Information for Strong-Motion Station Los Angeles—54-story Office Bldg CGS—CSMIP Station 24629.” 〈http://strongmotioncenter.org/〉 (Dec. 11 2014).

5. Simulating Building Motions Using Ratios of the Building's Natural Frequencies and a Timoshenko Beam Model

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