Modeling Steel Frame Buildings in Three Dimensions. I: Panel Zone and Plastic Hinge Beam Elements-Reference-Cited by-同舟云学术

Modeling Steel Frame Buildings in Three Dimensions. I: Panel Zone and Plastic Hinge Beam Elements

Published:2006-04 Issue:4 Volume:132 Page:345-358
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Krishnan Swaminathan¹²,Hall John F.¹²

Affiliation:

1. Post-Doctoral Scholar, Seismological Laboratory, MC 252-21, California Institute of Technology, Pasadena, CA 91125.

2. Professor, Civil Engineering and Applied Mechanics, MC 104-44, California Institute of Technology, Pasadena, CA 91125.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282006%29132%3A4%28345%29

Reference30 articles.

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2. Beam-column subassemblages under repeated loading;Bertero V. V.;J. Struct. Div. ASCE,1972

3. Carlson A. (1999). “Three-dimensional nonlinear inelastic analysis of steel moment-frame buildings damaged by earthquake excitations.” Technical Rep. EERL 99-02 Earthquake Engineering Research Laboratory California Institute of Technology Pasadena Calif.

4. Challa V. R. M. (1992). “Nonlinear seismic behavior of steel planar moment-resisting frames.” Technical Rep. EERL 92-01 Earthquake Engineering Research Laboratory California Institute of Technology Pasadena Calif.

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