A robust method for optimization of semi-rigid steel frames subject to seismic loading

Author:

Truong Viet-Hung,Kim Seung-Eock

Funder

MSIP

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference53 articles.

1. Comparative tests on endplate beam-to-column connections;Aggarwal;J. Constr. Steel Res.,1994

2. Experimental and numerical validation of a new design for three-dimensional semi-rigid joints;Gil;Eng. Struct.,2013

3. Testing of semi-rigid unbraced frames for calibration of second-order inelastic analysis;Liew;J. Constr. Steel Res.,1997

4. The semi-rigid behavior of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation;Cabrero;J. Constr. Steel Res.,2007

5. Eurocode 3: Design of Steel Structures – Part 1-1: General Rules and Rules for Building, 2005;EN 1993-1-1,2005

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