The Effect of Out-of-Plane Load on the In-Plane Shear Capacity of Reinforcement Concrete Shear Wall

Author:

,Shin Hye Min,Park Jun Hee

Publisher

Earthquake Engineering Society of Korea

Reference19 articles.

1. Kim DH, Lee KK, Koo JM. Evaluation of Nonlinear Seismic Response of RC Shear Wall in Nuclear Reactor Containment Building. J Comput Struct Eng Inst Korea. 2021;34(6):385-392.

2. Dashti F, Dhakal RP, Pampanin S. Seismic Performance of Existing New Zealand Shear Wall Structures; 2015.10.8.-10.; The New Zealand Concrete Industry Conference 2015; Rotorua, New Zealand: Concrete Industry Conference NZ; c2015.

3. Rosso A, A lmeida JP, Beyer K. S tability o f Th in R einforced Concrete Walls under Cyclic Loads: State-of-The-Art and New Experimental Findings. Bulletin of Earthquake Engineering. 2016; 14:455-484.

4. Barda F, Hanson JM, Corley WG. Shear Strength of Low-Rise Walls with Boundary Elements. ACI Symposium on Reinforced Concrete Structures in Seismic Zones. Detroit, Michigan; ACI; c1976.

5. ACI 318 Committee. Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05). Famington Hills, MI: American Concrete Institute; c2005.

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