Experimental Investigation of Composite Beams with Shear Connections Subjected to Fire Loading-Reference-Cited by-同舟云学术

Experimental Investigation of Composite Beams with Shear Connections Subjected to Fire Loading

Published:2016-02 Issue:2 Volume:142 Page:04015118
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Selden Kristi L.¹,Fischer Erica C.²,Varma Amit H.³

Affiliation:

1. Associate II, Wiss, Janney, Elstner Associates, Inc., 10 South LaSalle St., Suite 2600, Chicago, IL 60603 (corresponding author).

2. Design Engineer, Degenkolb Engineers, 600 University St., Seattle, WA 98101; formerly, Ph.D. Candidate, Lyles School of Civil Engineering, Purdue Univ., Robert L. and Terry L. Bowen Laboratory, 1040 S. River Rd., West Lafayette, IN 47907.

3. Professor, Lyles School of Civil Engineering, Purdue Univ., Robert L. and Terry L. Bowen Laboratory, 1040 S. River Rd., West Lafayette, IN 47907.

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.0001381

Reference25 articles.

1. Stability Behavior of Steel Building Structures in Fire Conditions: Role of Composite Floor System with Shear-Tab Connections

2. AISC. (2010). “Specification for steel structural buildings.” ANSI/AISC 360-10 Chicago.

3. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

4. ASTM. (2011). “Standard test methods for fire tests of building construction and materials.” ASTM E-119 West Conshohocken PA.

5. Behaviour of concrete floor slabs at ambient and elevated temperatures

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