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3rd International Symposium on Uncertainty Modelling and Analysis
Seismic analysis of coupled shear wall systems using probability and random vibration concepts
College Park, Maryland
March 17-March 20
ISBN: 0-8186-7126-2
ASCII Text
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J.S. Kuang, Jawaharlal Puvvala, "Seismic analysis of coupled shear wall systems using probability and random vibration concepts," Uncertainty Modeling and Analysis, International Symposium on, pp. 444, 3rd International Symposium on Uncertainty Modelling and Analysis, 1995.
 
 
BibTex
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@article{ 10.1109/ISUMA.1995.527736,
author = {J.S. Kuang and Jawaharlal Puvvala},
title = {Seismic analysis of coupled shear wall systems using probability and random vibration concepts},
journal ={Uncertainty Modeling and Analysis, International Symposium on},
volume = {0},
year = {1995},
issn = {1068-2228},
pages = {444},
doi = {http://doi.ieeecomputersociety.org/10.1109/ISUMA.1995.527736},
publisher = {IEEE Computer Society},
address = {Los Alamitos, CA, USA},
}
 
 
RefWorks Procite/RefMan/Endnote
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TY - CONF
JO - Uncertainty Modeling and Analysis, International Symposium on
TI - Seismic analysis of coupled shear wall systems using probability and random vibration concepts
SN - 1068-2228
SP
EP
A1 - J.S. Kuang,
A1 - Jawaharlal Puvvala,
PY - 1995
KW - geophysical signal processing; seismology; probability; civil engineering; vibrations; random processes; concrete; seismic analysis; coupled shear wall systems; probability; random vibration; earthquake engineering; response spectrum; free vibration analysis; mode superposition method; dynamic analysis; mean peak response; standard deviation; earthquake excitation
VL - 0
JA - Uncertainty Modeling and Analysis, International Symposium on
ER -
 
J.S. Kuang, Dept. of Civil & Structural Eng., Hong Kong Univ. of Sci. & Technol., Kowloon, Hong Kong
Jawaharlal Puvvala, Dept. of Civil & Structural Eng., Hong Kong Univ. of Sci. & Technol., Kowloon, Hong Kong
In modern earthquake engineering, the response spectrum plays a vital role in commonly used methods of analysis for the coupled shear wall systems. Based on the free vibration analysis of coupled shear walls and the mode superposition method of dynamic analysis of coupled shear walls, an approach is presented in this paper for seismic analysis of coupled shear wall systems with the contribution of response spectrum using probability and random vibration concepts. The modified probabilistic and random vibration concepts are employed to determine the mean and standard deviation of the peak response for a coupled shear wall system subjected to earthquake excitation.
Index Terms:
geophysical signal processing; seismology; probability; civil engineering; vibrations; random processes; concrete; seismic analysis; coupled shear wall systems; probability; random vibration; earthquake engineering; response spectrum; free vibration analysis; mode superposition method; dynamic analysis; mean peak response; standard deviation; earthquake excitation
Citation:
J.S. Kuang, Jawaharlal Puvvala, "Seismic analysis of coupled shear wall systems using probability and random vibration concepts," isuma, pp.444, 3rd International Symposium on Uncertainty Modelling and Analysis, 1995
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