Experimental and Numerical Investigation on the Moment Rotation Behavior of Cruciform Moment Connections with Reduced Beam Sections-Reference-Cited by-同舟云学术

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Experimental and Numerical Investigation on the Moment Rotation Behavior of Cruciform Moment Connections with Reduced Beam Sections

Published:2019-11-27 Issue:1 Volume:101 Page:57-67
ISSN:2250-2149
Container-title:Journal of The Institution of Engineers (India): Series A
language:en
Short-container-title:J. Inst. Eng. India Ser. A

Author:

Sai Chandana B.,Arunkumar C.,Umamaheswari N.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Agricultural and Biological Sciences (miscellaneous),Building and Construction,Civil and Structural Engineering,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s40030-019-00410-x.pdf

Reference13 articles.

1. B. Ahmed, D.A. Nethercot, Effect of high shear on the moment capacity of composite cruciform endplate connections. J. Constr. Steel Res. 40(2), 129–163 (1996)

2. J. Shen, T. Kitjasateanphun, W. Srivanich, Seismic performance of steel moment frames with reduced beam Sections. Eng. Struct. 22(8), 968–983 (2000)

3. C.S. Gilton, C.-M. Uang, Cyclic response and design recommendations of weak-axis reduced beam section moment connections. J. Struct. Eng. 128(4), 452–463 (2002)

4. J.J. Chambers, S. Almudhafar, F. Stenger, Effect of reduced beam section frame elements on stiffness of moment frames. J. Struct. Eng. 129(3), 383–393 (2003)

5. J. Jin, S. El-Tawil, Seismic performance of steel frames with reduced beam section connections. J. Constr. Steel Res. 61(4), 453–471 (2005)

Cited by 2 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. Numerical study on the behaviour of resilient beam-column end plate connection with dual structural fuse;Innovative Infrastructure Solutions;2022-04-21

2. Elastic drift amplification factor in steel moment frames with double reduced beam section (DRBS) connections;Journal of Building Engineering;2021-11

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