Seismic CFST Column-to-Precast Cap Beam Connections for Accelerated Bridge Construction-Reference-Cited by-同舟云学术

Seismic CFST Column-to-Precast Cap Beam Connections for Accelerated Bridge Construction

Published:2016-09 Issue:9 Volume:142 Page:04016049
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Stephens Max T.¹,Berg Lisa M.²,Lehman Dawn E.³,Roeder Charles W.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Washington, 201 More Hall, Seattle, WA 98195 (corresponding author).

2. Design Engineer, KPFF, Seattle, WA 98101; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, 201 More Hall, Seattle, WA 98195.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, 201 More Hall, Seattle, WA 98195.

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%29ST.1943-541X.0001505

Reference21 articles.

1. Abaqus 6.12 [Computer software]. Dassault Systems Simulia Providence RI.

2. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete.” ACI 318 Farmington Hills MI.

3. API (American Petroleum Institute). (2004). “Specification for line pipe.” Washington DC.

4. ASTM. (2015a). “Standard specification for deformed and plain low-alloy steel bars for concrete reinforcement.” ASTM A706/A706M West Conshohocken PA.

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