Seismic Design and Performance Evaluation of Long-Span Special Truss Moment Frames-Reference-Cited by-同舟云学术

Seismic Design and Performance Evaluation of Long-Span Special Truss Moment Frames

Author:

Jiansinlapadamrong Chatchai¹,Park KyoungSub²,Hooper John³,Chao Shih-Ho⁴^ORCID

Affiliation:

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

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

3. Director, Earthquake Engineering, Magnusson Klemencic Associates, Seattle, WA 98101.

4. 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

Link

Reference12 articles.

1. A modified equation for expected maximum shear strength of the special segment for design of special truss moment frames;Chao S.-H.;Eng. J.,2008

2. Full-scale testing and design of steel special truss moment frames for high seismic areas;Chao S.-H.;J. Struct. Eng.,

4. Material calibration for static cyclic analyses;Crisan A.;Intersections/Intersectii,2016

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