Journal of Structural Engineering. Vol. 115 No. 8 (1989).

Material type: Continuing resourceContinuing resourcePublication details: New York : American Society of Civil Engineers. [date of publication not identified]Description: p
Contents:
SPECIAL ISSUE: U.S./JAPAN STUDIES OF STEEL STRUCTURES GUEST EDITOR: DOUGLAS FOUTCH : EDITORIAL. TECHNICAL PAPERS : Seismic Behavior of Concentrically Braced Frame / Charles W. Roeder. Seismic Behavior of Eccentrically Braced Steel Building / Douglas A. Foutch. Earthquake Simulator Testing of Concentric Braced Dual System / Vitelmo V. Bertero, Chia-Ming Uang, Carlos R. Llopiz, and Katsuya Igarashi. Quasi-Static Tests of Scaled Model Building / Seung-joon Lee and Le-Wu Lu. Seismic Behavior of Full-Scale Concentrically Braced Steel Building Structure / Hiroyuki Yamanouchi, Mitsumasa Midorikawa, Isao Nishiyama, and Makoto Watabe. Analytical Evaluation of K-Braced Structure Seismic Test / Mitsumasa Midorikawa, Isao Nishiyama, and Hiroyuki Yamanouchi. Analytical Modeling of Phase 2 Steel Structure / Subhash C. Goel and Medhat K. Boutros. Brace Fractures and Analysis of Phase I Structure / Xiaodong Tang and Subhash C. Goel. Cyclic Tests of Full-Scale Composite Joint Sub-assemblages / Seung-joon Lee and Le-Wu Lu. Small-Scale Model Tests of Structural Steel Assemblies / Benjamin J. Wallace and Helmut Krawinkler. Seismic Performance of Steel Frames with Inverted V Braces / Toshibumi Fukuta, Isao Nishiyama, Hiroyuki Yamanouchi and Ben Kato. Behavior of Composite Beams in Steel Frame under Hysteretic Loading / Yasuhisa Tagawa, Ben Kato, and Hirohumi Aoki. Composite Action in Eccentrically Braced Frames / James M. Ricles and Egor P. Popov. Behaviors of Steel and Composite Beams at Various Displacement Rates / Koichi Takanashi and Kuniaki Udagawa. Strength and Deformability of Steel Column Footing / Koji Morita and Ben Kato. Reliability of Pseudo-dynamic Test in Earthquake Response Simulation / Yutaka Yamazaki, Masayoshi Nakashima and Takashi Kaminosono. Pseudo-dynamic Test Method-Current Status and Future Directions / Stephen A. Mahin, Pui-Shum B. Shing, Christopher R. Thewalt, and Robert D. Hanson.
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It contains of Papers, Discussion for August 1989 in Vol. 115 No. 8.

SPECIAL ISSUE: U.S./JAPAN STUDIES OF STEEL STRUCTURES GUEST EDITOR: DOUGLAS FOUTCH : EDITORIAL. TECHNICAL PAPERS : Seismic Behavior of Concentrically Braced Frame / Charles W. Roeder. Seismic Behavior of Eccentrically Braced Steel Building / Douglas A. Foutch. Earthquake Simulator Testing of Concentric Braced Dual System / Vitelmo V. Bertero, Chia-Ming Uang, Carlos R. Llopiz, and Katsuya Igarashi. Quasi-Static Tests of Scaled Model Building / Seung-joon Lee and Le-Wu Lu. Seismic Behavior of Full-Scale Concentrically Braced Steel Building Structure / Hiroyuki Yamanouchi, Mitsumasa Midorikawa, Isao Nishiyama, and Makoto Watabe. Analytical Evaluation of K-Braced Structure Seismic Test / Mitsumasa Midorikawa, Isao Nishiyama, and Hiroyuki Yamanouchi. Analytical Modeling of Phase 2 Steel Structure / Subhash C. Goel and Medhat K. Boutros. Brace Fractures and Analysis of Phase I Structure / Xiaodong Tang and Subhash C. Goel. Cyclic Tests of Full-Scale Composite Joint Sub-assemblages / Seung-joon Lee and Le-Wu Lu. Small-Scale Model Tests of Structural Steel Assemblies / Benjamin J. Wallace and Helmut Krawinkler. Seismic Performance of Steel Frames with Inverted V Braces / Toshibumi Fukuta, Isao Nishiyama, Hiroyuki Yamanouchi and Ben Kato. Behavior of Composite Beams in Steel Frame under Hysteretic Loading / Yasuhisa Tagawa, Ben Kato, and Hirohumi Aoki. Composite Action in Eccentrically Braced Frames / James M. Ricles and Egor P. Popov. Behaviors of Steel and Composite Beams at Various Displacement Rates / Koichi Takanashi and Kuniaki Udagawa. Strength and Deformability of Steel Column Footing / Koji Morita and Ben Kato. Reliability of Pseudo-dynamic Test in Earthquake Response Simulation / Yutaka Yamazaki, Masayoshi Nakashima and Takashi Kaminosono. Pseudo-dynamic Test Method-Current Status and Future Directions / Stephen A. Mahin, Pui-Shum B. Shing, Christopher R. Thewalt, and Robert D. Hanson.

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