Reliability Analysis of RC Beams Exposed to Fire-Reference-Cited by-同舟云学术

Reliability Analysis of RC Beams Exposed to Fire

Published:2013-02 Issue:2 Volume:139 Page:212-220
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Eamon Christopher D.¹,Jensen Elin²

Affiliation:

1. Associate Professor, Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202 (corresponding author).

2. Associate Dean of Graduate Studies and Research, Lawrence Technological Univ., Southfield, MI 48075.

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.0000614

Reference57 articles.

1. Abrams M. S. (1971). “Compressive strength of concrete at temperatures to 1600F.” American Concrete Institute (ACI) SP-25 Temperature and Concrete Detroit MI 33–58.

2. American Concrete Institute (ACI). (1989). “Guide for determining the fire endurance of concrete elements.” ACI 216R-89 Farmington Hills MI.

3. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318-02 Farmington Hills MI.

4. American Concrete Institute (ACI). (2007). “Code requirements for determining fire resistance of concrete and masonry construction assemblies.” ACI 216.1-07 Farmington Hills MI.

5. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete.” ACI 318-11 Farmington Hills MI.

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