Distributed Structural Damage Generated by High-Frequency Ground Motion-Reference-Cited by-同舟云学术

Distributed Structural Damage Generated by High-Frequency Ground Motion

Published:2002-03 Issue:3 Volume:128 Page:390-399
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ma Guowei¹,Hao Hong²,Lu Yong³,Zhou Yingxin⁴

Affiliation:

1. Research Associate, Protective Technology Research Center, Nanyang Technological Univ., 639798 Singapore.

2. Associate Professor, Protective Technology Research Center, Nanyang Technological Univ., 639798 Singapore.

3. Assistant Professor, Protective Technology Research Center, Nanyang Technological Univ., 639798 Singapore.

4. Civil Engineer, Defense Science and Technology Agency, 1 Depot Rd., 109679 Singapore.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282002%29128%3A3%28390%29

Reference14 articles.

1. ACI Committee 318. (1995). “Building code requirements for structural concrete (ACI318-95) and commentary (ACI 318R-95).” American Concrete Institute Farmington Hills Mich.

2. Century Dynamics Inc. (1997). AUTODYN user manual; revision 3.0 .

3. Dowding C. H. (1985). Blast vibration monitoring and control Prentice-Hall Englewood Cliffs N.J.

4. Doyle J. F. (1989). Wave propagation in structures: An FFT-based spectral analysis methodology Springer-Verlag New York.

5. Experimental studies of the effects of blasting on structures.;Edwards A. T.;Engineer (London),1960

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