Seismic Response of Block-Out Column-Base Plate Connections under Axial Compression and Flexure-Reference-Cited by-同舟云学术

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Seismic Response of Block-Out Column-Base Plate Connections under Axial Compression and Flexure

Published:2024-01 Issue:1 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hassan Ahmad S.¹^ORCID,Maity Arka²,Kanvinde Amit M.³,Richards Paul W.⁴

Affiliation:

1. Designer, Degenkolb Engineers, 428 J St., Suite 500, Sacramento, CA 95814. ORCID: .

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616 (corresponding author).

4. Vice President, Research and Development, DuraFuse Frames, 5801 Wells Park Rd., West Jordan, UT 84081.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12349

Reference26 articles.

1. AISC. 2018. Seismic design manual. 3rd ed. Chicago: AISC.

2. Astaneh A. G. Bergsma and J. H. Shen. 1992. “Behavior and design of base plates for gravity wind and seismic loads.” In Proc. National Steel Construction Conf. Chicago: AISC.

3. Hysteretic Behavior and Strength Capacity of Shallowly Embedded Steel Column Bases

4. Beam-column base plate design—LRFD method;Drake R. M.;Eng. J. Am. Inst. Steel Constr.,1999

5. Analytical modelling of column-base plates under cyclic loading

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