Design of Precast Diaphragm Chord Connections for In-Plane Tension Demands-Reference-Cited by-同舟云学术

Design of Precast Diaphragm Chord Connections for In-Plane Tension Demands

Published:2007-11 Issue:11 Volume:133 Page:1627-1635
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Cao L.¹²,Naito C. J.¹²

Affiliation:

1. Senior Engineer, Thornton Tomasetti, 1617 JFK Boulevard, Ste. 545, Philadelphia, PA 19103 (corresponding author). E-mail: lic6@lehigh.edu

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., ATLSS Center, 117 Atlss Dr., Bethlehem, PA 18015. E-mail: cjn3@lehigh.edu

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%282007%29133%3A11%281627%29

Reference7 articles.

1. Reinforcement Anchorage Slip under Monotonic Loading

2. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI318-05 Farminton Hills Mich.

3. American Welding Society (AWS) Structural Welding Committee. (1992). “Structural welding code.” AWS D1.4-92 Miami.

4. Seismic design methodology for precast concrete diaphragms. Part 2: Research program;Fleischman R. B.;Math. Intell.,2005

5. Naito C. Peter W. and Cao L. (2006). “Development of a seismic design methodology for precast diaphragms—Phase 1 summary report.” ATLSS Rep. No. 06-01 ATLSS Center Lehigh Univ. Pa.

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