Response of Steel Reduced Beam Section Connections Exposed to Fire-Reference-Cited by-同舟云学术

Response of Steel Reduced Beam Section Connections Exposed to Fire

Published:2016-01 Issue:1 Volume:142 Page:04015076
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mahmoud Hussam¹,Ellingwood Bruce²,Turbert Collin³,Memari Mehrdad⁴

Affiliation:

1. Assistant Professor, Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372 (corresponding author).

2. Professor, Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372.

3. Engineer, Nelson Engineering, Jackson, WY 83001.

4. Graduate Research Assistant, Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372.

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.0001340

Reference45 articles.

1. Aasen B. (1985). “An experimental study on steel columns behaviour at elevated temperatures.” Research Rep. Div. of Steel Structures Norwegian Institute of Technology Univ. of Trondheim Norway.

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

3. Design of steel columns at elevated temperatures due to fire: Effects of rotational restraints;Agarwal A.;Eng. J.,2011

4. Fire induced progressive collapse of steel building structures: The role of interior gravity columns

5. AISC (American Institute of Steel Construction). (2010). “Steel construction manual.” AISC 341-10 Chicago.

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