Proportioning of Earthquake-Resistant RC Building Structures
Author:
Affiliation:
1. Associate Member, ASCE
2. Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Kansas, Lawrence, KS 66045-2225.
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%282001%29127%3A2%28145%29
Reference25 articles.
1. American Concrete Institute Committee 318. ( 1999). “Building code requirements for structural concrete and commentary.” ACI 318-99 Detroit.
2. Browning J. ( 1998). “Proportioning of earthquake-resistant reinforced concrete building structures.” PhD thesis Purdue University West Lafayette Ind.
3. Browning J. Li Y. R. Lynn A. and Moehle J. P. ( 2000). “Performance assessment for a reinforced concrete frame building.” Earthquake Spectra EERI 16(3) 541–555.
4. California Institute of Technology (CALTECH). ( 1971). “Strong motion earthquake accelerograms digitized and plotted data vol. II-A.” Rep. EERL No. 71-50 Earthquake Engineering Research Laboratory Pasadena Calif.
5. California Institute of Technology (CALTECH). ( 1973a). . “Strong motion earthquake accelerograms digitized and plotted data vol. II-B.” Rep. EERL No. 72-50 Earthquake Engineering Research Laboratory Pasadena Calif.
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