曹万林，常卫华．内藏钢桁架混凝土组合剪力墙：中国．ZL200520017358．1[P]．2006-06-28．CAO Wan-lin，CHANG Wei-hua．Composite shear wall with concealed steel truss：China，ZL200520017358．1[P]．2006- 06-28．
[2]
曹万林，张建伟，陶均平，等．内藏钢桁架混凝土组合剪力墙与钢桁架抗震性能比较[J]．北京工业大学学报，2007．33(1)：31-36．CAO Wan-lin，ZHANG Jian-wei，TAO Jun-ping，et al．Seismic performance comparison between shear wall with concealed steel truss and steel truss[J]．Journal of Beijing University of Technology，2007．33(1)：31-36．(in Chinese)
[3]
曹万林，张建伟，陶均平，等．内藏钢桁架混凝土组合剪力墙抗震性能试验研究[J]．东南大学学报，2007．37(2)：195-200．CAO Wan-lin,ZHANG Jian-wei,TAO Jun-ping,et al.Experimental study on seismic behavior of shear wall with concealed truss[J].2007,37(2):195-200.(in Chinese)
[4]
HSU T T C.Softening truss model theory for shear and torsions[J].Structural Journal of the American Concrete Institute, 1988,85(6):624-635.
[5]
HSU T T C,MO Y T.Softening of concrete in low-rise shear walls[J].Journal of the American Concrete Institute,1985, 82(6):883-889.
[6]
ZHI Chao,ZHANG Cheng-Tzu,HSU T T C.Shear strengthening of reinforced concrete deep beams using carbon fiber rein- forced polymer laminates[J].Journal of Composites for Construction,2004,8(5) :403-414.
[7]
YU Hsin-wan,HWANG Shyh-jiann.Evaluation of softened truss model for strength prediction of reinforced concrete squat walls[J].2005,131(8):839-846.
[8]
BELARBI A,HSU T T C.Constitutive laws of softened concrete in tension and reinforcing bars stiffened by concrete[J]. Structural Journal of the American Concrete Institute,1994,91(4):465-474.
[9]
PANG Xiao-bo,HSU T T C.Behavior of reinforced concrete membrane elements in shear[J].ACI Structure Journal,1995, 92(6):665-679.
[10]
MO Y L,ROBERT H.Effect of softening models on behavior of reinforced concrete framed shear walls[J].ACI Structural Journal,1997,94(6):730-744.
