Frequency-Domain Analysis of Long-Span Bridges Subjected to Nonuniform Seismic Motions
Author:
Affiliation:
1. Members, ASCE
2. Prin., Weidlinger Associates, 375 Hudson St., New York, NY 10014.
3. Sr. Res. Engr., Weidlinger Associates, 375 Hudson St., New York, NY 10014.
4. Sr. Assoc., Weidlinger Associates, 375 Hudson St., New York, NY 10014.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282001%296%3A6%28577%29
Reference20 articles.
1. “Suspension bridge response to multiple-support excitations.”;Abdel-Ghafar A. M.;J. Engrg. Mech. Div.,1982
2. Abrahamson N. Schneider J. and Stepp J. ( 1991). “Empirical spatial coherency functions for applications to soil-structure interaction analyses.” Earthquake Spectra 7(1) 1–28.
3. Bendat J. and Piersol A. ( 1971). Random data: Analysis and measurement procedures Wiley-Interscience New York.
4. Benjamin J. and Cornell A. ( 1970). Probability statistics and decision for civil engineers McGraw-Hill New York.
5. Christian J. ( 1989). “Generating seismic design power spectral density functions.” Earthquake Spectra 5(2) 351–368.
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