Double-HSS Seismic Resistant Beam-to-Column Moment Connections

Author:

Park KyoungSub1,Jiansinlapadamrong Chatchai2,Chao Shih-Ho3ORCID

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

2. Project Engineer, AG&E Structural Engenuity, 15280 Addison Rd., Addison, TX 75001.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference20 articles.

1. AISC. 2017. Steel construction manual. 5th ed. Chicago: AISC.

2. Chao S.-H. and S. C. Goel. 2006. “A seismic design method for steel concentric braced frames for enhanced performance.” In Proc. 4th Int. Conf. on Earthquake Engineering. Taipei Taiwan: National Center for Research on Earthquake Engineering.

3. Ductile Web Fracture Initiation in Steel Shear Links

4. Ultimate behavior of steel beams under non-uniform bending

5. Dassault Systèmes Simulia. 2010. ABAQUS user’s manual V. 6.10. Pawtucket, RI: Dassault Systèmes Simulia.

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