Behavior of conventional and enhanced gravity connections subjected to column loss-Reference-Cited by-同舟云学术

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Behavior of conventional and enhanced gravity connections subjected to column loss

Published:2017-06 Issue: Volume:133 Page:475-484
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Cortés G.,Liu J.

Funder

American Institute of Steel Construction (AISC)

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Specification for Structural Steel Buildings. ANSI/AISC 360-10;AISC,2010

2. Steel Construction Manual;AISC,2011

3. Progressive Collapse Resistance of Steel-Concrete Composite Floors;Alashker;J. Struct. Eng.,2010

4. Minimum Design Loads for Buildings and Other Structures, SEI/ASCE 7-10;ASCE,2010

5. Experimental characterization of a composite slab subjected to simulated column removal loading;Francisco;J. Struct. Eng.,2015

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Progressive Collapse Performance Evaluation of Shear Tab Connection Subjected to Column Loss;International Journal of Steel Structures;2023-08-27

2. Behaviour of composite beam-column joint with fin plate connection subjected to impact loads;Engineering Structures;2022-12

3. Performance of the CFST column to composite beam connection under static and impact loads;Journal of Constructional Steel Research;2022-11

4. Force Transfer Mechanism and Component-Based Model of Cast-Steel-Stiffened Circular-Tube-Column Frames for Progressive Collapse Analysis;Buildings;2022-07-20

5. The development of a moment-rotation model for progressive collapse analysis under the influence of tensile catenary action;Journal of Constructional Steel Research;2021-12

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