An assessment of seismic design practice of steel structures in the United States since the Northridge earthquake-Reference-Cited by-同舟云学术

An assessment of seismic design practice of steel structures in the United States since the Northridge earthquake

Published:2004-12-15 Issue:5 Volume:13 Page:409-423
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Sabol Thomas A.

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference27 articles.

1. AISC (American Institute of Steel Construction). 1997. Seismic Provisions for Structural Steel Buildings. AISC: Chicago, IL.

2. AISC (American Institute of Steel Construction). 1999. Load and Resistance Factor Design Specification for Structural Steel Buildings. AISC: Chicago, IL.

3. AISC (American Institute of Steel Construction). 2002. Load and Resistance Factor Design Specification for Structural Steel Buildings. AISC: Chicago, IL.

4. Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Columns

5. 1994. Testing of welded steel moment connections in response to the Northridge earthquake. In Northridge Steel Update I. American Institute of Steel Construction: Chicago, IL.

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