Cyclic Behavior of T-Shaped Composite Plate Shear Walls–Concrete Filled

Author:

Kizilarslan Emre1ORCID,Bruneau Michel2ORCID

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Structural and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260 (corresponding author). ORCID: .

2. Professor, Dept. of Civil Structural and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference27 articles.

1. Adams P. F. T. J. E. Zimmerman and J. G. MacGregor. 1987. “Design and behavior of composite ice-resisting walls.” In Proc. Port and Ocean Engineering Under Arctic Conditions 663–674. Fairbanks AK: Port and Ocean Engineering Under Artic Condition.

2. Akita S. M. Ozaki N. Niwa I. Matsuo and K. Hara. 2001. “Study on steel plate reinforced concrete bearing wall for nuclear power plants Part 2; analytical method to evalute response of SC walls.” In Proc. Transactions of the 6th Int. Conf. on Structural Mechanics in Reactor Technology. Washington DC: SMIRT 16.

3. Akiyama H. H. Sekimoto M. Tanaka K. Inoue M. Fukihara and Y. Okuda. 1989. “1/10th scale model test of inner concrete structure composed of concrete filled steel bearing wall.” In Proc. Transactions of the 10th Int. Conf. on Structural Mechanics in Reactor Technology. Washington DC: DOE.

4. In-Plane Cyclic Testing of Concrete-Filled Sandwich Steel Panel Walls with and without Boundary Elements

5. ASCE. 2019. Prestandard for performance-based wind design. Reston, VA: ASCE.

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