Steel non-orthogonal reduced beam section moment connections-a case study-Reference-Cited by-同舟云学术

Steel non-orthogonal reduced beam section moment connections-a case study

Published:2011-12 Issue: Volume:20 Page:14-29
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Ball Steven C.¹

Affiliation:

1. John A. Martin & Associates, Inc.; Los Angeles; CA; USA

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/tal.737/fullpdf

Reference3 articles.

1. American Institute of Steel Construction (AISC) 2005a ANSI/AISC 358-05 Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications

2. American Institute of Steel Construction (AISC) 2005b ANSI/AISC 341-05 Seismic Provisions for Structural Steel Buildings

3. Kim DW Sim HB Uang CM 2009 Cyclic Testing of Non-Orthogonal Steel Moment Connections for LAX TBIT Modifications, Report No. TR-09/04

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