Inelastic Response Spectra Using Conventional and PulseR-Factors-Reference-Cited by-同舟云学术

Inelastic Response Spectra Using Conventional and PulseR-Factors

Published:2001-09 Issue:9 Volume:127 Page:1013-1020
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Cuesta Isabel¹²,Aschheim Mark A.¹²

Affiliation:

1. Res. Asst., Mid-America Earthquake Ctr., Univ. of Ill. at Urbana-Champaign, 205 N. Mathews, Urbana, IL 61801.

2. Asst. Prof., Mid-America Earthquake Ctr., Univ. of Ill. at Urbana-Champaign, 205 N. Mathews, Urbana, IL 61801.

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%3A9%281013%29

Reference22 articles.

1. Alavi B. and Krawinkler H. ( 1998). “Structural design implications of near-field ground motion—Year 2 research report.” Kajuma-CUREe Res. Rep. Kajuma Corporation Tokyo.

2. Alavi B. and Krawinkler H. ( 2000). “Consideration of near-fault ground motion effects in seismic design.” 12th World Conf. Earthquake Engrg. Paper No. 2665 New Zealand Society for Earthquake Engineering Upper Hutt New Zealand 1–8.

3. Blume J. A. ( 1960). “A reserve energy technique for earthquake design and rating of structures in inelastic range.” Proc. 2nd World Conf. Earthquake Engrg. Science Council of Japan Tokyo II 1061–1083.

4. Cuesta I. and Aschheim M. ( 2000). “Waveform independence of R -factors.” 12th World Conf. on Earthquake Engrg. Paper No. 1246 New Zealand Society for Earthquake Engineering Upper Hutt New Zealand.

5. Cuesta I. and Aschheim M. ( 2001a). . “Isoductile strengths and strength reduction factors of elasto-plastic SDOF systems subjected to simple waveforms.” Earthquake Engrg. and Struct. Dynamics (in press).

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