Component Modeling of Partially Restrained Composite Joints under Cyclic and Dynamic Loading-Reference-Cited by-同舟云学术

Component Modeling of Partially Restrained Composite Joints under Cyclic and Dynamic Loading

Published:2004-02 Issue:2 Volume:130 Page:343-351
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rassati G. A.¹,Leon R. T.²,Noè S.³

Affiliation:

1. Visiting Professor, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, 765 Baldwin Hall, P.O. Box 210071, Cincinnati, OH 45221-0071.

2. Full Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr., Atlanta, GA 30303.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Trieste, Via A. Valerio 6/1, 34127 Trieste, Italy.

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%290733-9445%282004%29130%3A2%28343%29

Reference25 articles.

1. Ahmed B. and Nethercot D. A. (1995). “Modeling composite connection response.” Proc. 3rd Int. Workshop on Connections in Steel Structures Trento (Italy) R. Bjorhovde A. Colson and R. Zandonini eds. Pergamon Tarrytown N.Y.

2. AISC (American Institute of Steel Construction). (2002). Seismic provisions for structural steel buildings AISC 341–02 AISC Chicago.

3. Performance of composite connections: Major axis end plate joints

4. Aribert J. M. (1995). “Proposed clause J.4.5. in Annex J for EN1994-1-1.” COST meeting Trento Italy.

5. ASCE. (1998). “Design guide for partially restrained composite connections.” J. Struct. Eng. 124(10) 1099–1114.

Cited by 68 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. Cyclic moment-rotation model for bolted double-angle connections with composite floor systems;Journal of Building Engineering;2024-11

2. Seismic behavior and initial rotational stiffness of beam-to-column composite connection in steel frame;Structures;2024-04

3. Non-linear component-based modelling strategy for beam-to-column steel-concrete composite joints under seismic loads;Journal of Constructional Steel Research;2024-01

4. Assessment of a Macro-Model Component-Based Approach for Steel-Concrete Composite Joints in Seismic Areas;Lecture Notes in Civil Engineering;2024

5. Experimental and Modeling Study of Precast RC Frame with Infill Slit Shear Walls;2023 International Conference on Intelligent Sensing and Industrial Automation;2023-12-09