A Horizontal Stiffener Detailing for Shear Links at the Link-to-Column Connection in Eccentrically Braced Frames-Reference-Cited by-同舟云学术

A Horizontal Stiffener Detailing for Shear Links at the Link-to-Column Connection in Eccentrically Braced Frames

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chao Shih-Ho¹^ORCID,Almasabha Ghassan²^ORCID,Price Brandon³,Jiansinlapadamrong Chatchai⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering, The Hashemite Univ., Zarqa 13133, Jordan. ORCID: .

3. Regional Manager, DN Tanks, 410 E Trinity Blvd., Grand Prairie, Dallas, TX 75050.

4. Project Engineer, AG&E, 15280 Addison Rd., Addison, TX 75001.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12090

Reference27 articles.

1. ABAQUS. 2016. ABAQUS user’s manual V. 6.14. Pawtucket, RI: Dassault Systèmes Simulia Corp.

2. AISC. 2015. Extended end-plate moment connections—Seismic and wind applications. 2nd ed. Chicago: AISC.

3. Arce G. 2002. “Impact of higher strength steels on local buckling and overstrength of links in eccentrically braced frames.” Master’s thesis Dept. of Civil Architectural and Environmental Engineering Univ. of Texas at Austin.

4. Bruneau, M., C.-M. Uang, and R. Sabelli. 2011. Ductile design of steel structures. 2nd ed. New York: McGraw-Hill.

5. Bulson, P. S. 1970. The stability of flat plates. London: Chatto and Windus.

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