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An analytical model for inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF)

  • Published:2016-12 Issue: Volume:6 Page:31-44
  • ISSN:2214-3998
  • Container-title:Case Studies in Structural Engineering
  • language:en
  • Short-container-title:Case Studies in Structural Engineering

Author:

Bouwkamp Jack,Vetr Mohamad Ghasem,Ghamari Ali

Funder

IIEES

Publisher

Elsevier BV

Subject

Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Eccentrically braced steel frames for earthquakes;Roeder;J. Struct. Div.,1987

2. Cyclic shear yielding of wide-flange beams;Roeder;J. Eng. Mech. Div.,1987

3. Seismic analysis of some steel building frames;Popov;J. Eng. Mech. Div.,1980

4. Cyclic behavior and design of link beams;Hjelmstad;J. Struct. Eng.,1983

5. K.D. Hjelmstad, EP. Popov, Seismic Behavior of Active Links in Eccentrically Braced Frame, Report No. UCB/EER-83/15, Berkeley, California, 1983.

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