Analytical Modeling and Seismic Design of Steel Moment Connections with Welded Straight Haunch-Reference-Cited by-同舟云学术

Analytical Modeling and Seismic Design of Steel Moment Connections with Welded Straight Haunch

Published:2001-09 Issue:9 Volume:127 Page:1028-1035
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Cheol-Ho¹²³,Uang Chia-Ming¹²³

Affiliation:

1. Members, ASCE

2. Prof., Dept. of Arch. Engrg., Kyungnam Univ., Masan, South Korea, 631-701.

3. Prof., Dept. of Struct. Engrg., Univ. of Calif., San Diego, La Jolla, CA 92093-0085.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A9%281028%29

Reference11 articles.

1. ABAQUS user's manual . (1998). Version 5.8 Hibbit Karlson & Sorenson Inc.

2. American Institute of Steel Construction (AISC). ( 1993). Load and resistance factor design (LRFD) specification 2nd Ed. Chicago.

3. American Institute of Steel Construction (AISC). ( 1997). Seismic provisions for structural steel buildings 2nd Ed. Chicago.

4. Through-Thickness Properties of Column Flanges in Welded Moment Connections

5. Gross J. L. Engelhardt M. D. Uang C.-M. Kasai K. and Iwankiw N. R. ( 1999). “Modification of existing welded steel moment frame connections for seismic resistance.” Steel Design Guide Series 12 American Institute of Steel Construction and National Institute of Standards and Technology Chicago.

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