Improved design of special boundary elements for T-shaped reinforced concrete walls
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Dan Liu | Xiaodong Ji | Jiaru Qian | Danian Liu | X. Ji | J. Qian
[1] Xilin Lu,et al. Seismic behavior of T‐shaped steel reinforced concrete shear walls in tall buildings under cyclic loading , 2015 .
[2] Jack P. Moehle,et al. Seismic Design of Reinforced Concrete Buildings , 2014 .
[3] Zhang Pin-le,et al. Cyclic loading test of T‐shaped mid‐rise shear wall , 2013 .
[4] Jack P. Moehle,et al. NEHRP Seismic Design Technical Brief No. 6 - Seismic Design of Cast-in-Place Concrete Special Structural Walls and Coupling Beams: A Guide for Practicing Engineers | NIST , 2011 .
[5] B. Riley,et al. EMERGENCY MANAGEMENT AGENCY , 2009 .
[6] Hyun-Do Yun,et al. EVALUATION OF DEFORMATION CAPACITY FOR RC T-SHAPED CANTILEVER WALLS , 2004 .
[7] John W. Wallace,et al. Displacement-Based Design of Slender Reinforced Concrete Structural Walls—Experimental Verification , 2004 .
[8] A. Karimi,et al. Master‟s thesis , 2011 .
[9] Zhou Dong-liang. Behavior of axially loaded concrete columns confined with ordinary hoops , 2002 .
[10] John W. Wallace. New Methodology for Seismic Design of RC Shear Walls , 1994 .
[11] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .
[12] William John Goodsir. The design of coupled frame-wall structures for seismic actions , 1985 .