Beam-Column Element for Nonlinear Seismic Analysis of Steel Frames-Reference-Cited by-同舟云学术

Beam-Column Element for Nonlinear Seismic Analysis of Steel Frames

Published:2000-08 Issue:8 Volume:126 Page:916-925
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kim Kee Dong¹²³,Engelhardt Michael D.¹²³

Affiliation:

1. Member, ASCE

2. Asst. Prof., Dept. of Civ. Engrg., Kongju Nat. Univ., Kongju, Chungnam, Korea.

3. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Texas at Austin, Austin, TX 78712.

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%282000%29126%3A8%28916%29

Reference19 articles.

1. Uniaxial Cyclic Stress‐Strain Behavior of Structural Steel

2. Drucker D. C. ( 1960). “Plasticity.” Structural mechanics Pergamon London 407–488.

3. Engelhardt M. D. and Husain A. S. (1992). “Cyclic tests on large scale steel moment connections.” Res. Rep. PMFSEL 92-2 Dept. of Civ. Engrg. University of Texas Austin Tex.

4. Engelhardt M. D. et al. (1995). “Parametric studies on inelastic modeling of steel moment frames.” Tech. Rep. SAC 95-05 SAC Joint Venture Sacramento Calif.

5. Kaba S. A. and Mahin S. A. (1984). “Refined modeling of reinforced concrete columns for seismic analysis.” EERC Rep. No. 84/03 University of California Berkeley Calif.

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