Experimental Investigation of Composite Coupling Beam-to-Wall Connections in Coupled C-PSW/CF Systems

Author:

Ahmad Mubashshir1ORCID,Shafaei Soheil2ORCID,Varma Amit H.3ORCID,Klemencic Ron4

Affiliation:

1. Associate II, Wiss, Janney, Elstner Associates, Inc., 330 Pfingsten Rd., Northbrook, IL 60062. ORCID: .

2. Lead Research Scientist, Lyles School of Civil Engineering, Purdue Univ., 1040 S. River Rd., West Lafayette, IN 47907 (corresponding author). ORCID: .

3. Karl H. Kettelhut Professor, Lyles School of Civil Engineering, Purdue Univ., 1040 S. River Rd., West Lafayette, IN 47907. ORCID: .

4. Chairman and CEO, Magnusson Klemencic Associates (MKA), 1301 Fifth Ave., Suite 3200, Seattle, WA 98101.

Publisher

American Society of Civil Engineers (ASCE)

Reference53 articles.

1. Ahmad M. 2023. “Design and behavior of composite coupling beam to composite plate shear wall connections.” Ph.D. dissertation Lyles School of Civil Engineering Purdue Univ. Graduate School.

2. AISC. 2019. “SpeedCore.” Accessed October 10 2021. https://www.aisc.org/why-steel/innovative-systems/SpeedCore/.

3. Shear Strength of Reinforced Concrete Squat Walls

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

5. ATC (Applied Technology Council). 1992. Guidelines for cyclic seismic testing of components of steel structures. Redwood City, CA: ATC.

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