Designed Method of Eccentrically Loaded Welded Connections in AISC Specification for Structural Steel Buildings, 2005

Tao Tu Bao; Jian Hong Wang

doi:10.4028/www.scientific.net/AMM.58-60.344

Paper Titles

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Mechanical Property and Corrosion Resistance of Ti-15V-3Cr-3Sn-3Al Alloy Weldment with Ti-6Al-4V Filler Following a Gas Tungsten Arc Welding Process
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By the Ball Screw Drive a New Initiative Knee Joint Structure Design
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Investigation on Regional DES Energy Supply Network Planning Based on Bi-Level Programming
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Designed Method of Eccentrically Loaded Welded Connections in AISC Specification for Structural Steel Buildings, 2005
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Positioning Geometric Strength Analysis of the COMPASS Navigation System for Global and Regional Users
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The Study on Building a Rational Evaluating Index System for the Industrial Structure
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Industrialization, Information Technology and Changes in Social Capital
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Experimental Study on Influence of Cylinder Head Bolts’ Tightening Torque to Engine Body Vibration
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 58-60Designed Method of Eccentrically Loaded Welded...

Designed Method of Eccentrically Loaded Welded Connections in AISC Specification for Structural Steel Buildings, 2005

Abstract:

Welded connection is a joined form in practical engineering. This text introduces the relevant contents of eccentrically loaded welded connections in AISC design code, Specification for Structural Steel Buildings, 2005, and arrives at conclusions which civil engineering technicians consult.