Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, ATLSS Center Faculty Associate, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.
2. Graduate Research Assistant, ATLSS Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.
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%282002%29128%3A7%28850%29
Reference16 articles.
1. American Institute of Steel Construction. (1993). Load and resistant factored design 2nd Ed. Manual of Steel Construction Chicago.
2. American Society for Testing and Materials. (1997a). “Standard methods for tension testing of metallic materials.” ASTM Designation No. E8-19 Philadelphia.
3. American Society for Testing and Materials. (1997b). “Standard specification for steel strand uncoated seven-wired for prestressed concrete.” ASTM Designation No. A416-94 Philadelphia.
4. Ductile Steel Beam-to-Column Connections for Seismic Resistance
5. Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading
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