Seismic Performance of Exposed Column–Base Plate Connections with Ductile Anchor Rods

Author:

Hassan Ahmad S.1ORCID,Song Biao2,Galasso Carmine3ORCID,Kanvinde Amit4

Affiliation:

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

2. Ph.D. Candidate, Dept. of Civil, Environmental and Geomatic Engineering, Univ. College London, London WC1E 6BT, UK.

3. Professor, Dept. of Civil, Environmental and Geomatic Engineering, Univ. College London, London WC1E 6BT, UK; Associate Professor, Classe di Scienze, Tecnologie e Società, Scuola Universitaria Superiore Pavia, Pavia 27100, Italy. ORCID: .

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference35 articles.

1. ABAQUS. 2014. ABAQUS standard and ABAQUS documentation for version 6.14. Providence, RI: Dassault Systèmes Simulia.

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

3. 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.

4. Instability, Ductility, and Size Effect in Strain-Softening Concrete

5. Chaboche J. L. K. D. Van and G. Cordier. 1979. “Modelization of the strain memory effect on the cyclic hardening of 316 stainless steel.” In Proc. 5th Int. Conf. on Structural Mechanics in Reactor Technology. Amsterdam Netherlands: North-Holland Publishing.

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