黄 炜,姚谦峰,章宇明,等.内填砌块的密肋复合墙体极限承载力计算[J].土木工程学报, 2006, 39(3): 68-75. HUANG Wei,YAO Qianfeng, ZHANG Yuming,et al. Ultimate capacity analysis of fill in masonry eco-composite wall[J]. Journal of Civil Engineering, 2006, 39(3): 68-75.(in Chinese)
[2]
姚谦峰,黄 炜,田 洁,等.密肋复合墙体受力机理及抗震性能试验研究[J].建筑结构学报, 2004, 25(6): 67-73. YAO Qianfeng, HUANG Wei, TIAN Jie, et al. Experimental analyses of mechanical characteristics and seismic performance of multiribbed panelwall[J]. Journal of Building Structures, 2004, 25(6): 67-74.(in Chinese)
[3]
黄 炜,陈国新,姚谦峰.密肋复合墙体在拟动力试验下的抗震性能研究[J].振动与冲击, 2007, 26(3): 49-55. HUANG Wei, CHEN Guoxin, YAO Qianfeng. Study on aseismic performance of a multi-ribbed composite wall under pseudo-dynamic test[J].Journal of Vibration and Shock, 2007, 26(3): 49-55.(in Chinese)
[4]
姚谦峰,马 静,黄 炜.密肋复合墙体双参数地震损伤模型研究[J].西安交通大学学报, 2007, 41(7): 853-857. YAO Qianfeng,MA Jing, HUANG Wei. Two-parameter earthquake damage model of multi-ribbed composite wall[J]. Journal of Xi’an Jiaotong University, 2007, 41(7): 853-857.(in Chinese)
[5]
YUAN Quan,YAO Qianfeng,JIA Yingjie.study on hysteretic model and damage model of multi-ribbed composite wall[J].Environmental Ecology and Technology of Concrete, 2006, 17(5): 159-168.
[6]
姚谦峰,贾英杰.密肋壁板结构十二层1/3比例房屋模型抗震性能实验研究[J].土木工程学报, 2004, 37(6):1-5. YAO Qianfeng, JIA Yingjie. Experimental study of aseismic property for a 1/3 scaled model of 12 storeys multi-ribbed wall slab building structure[J]. Journal of Civil Engineering, 2004, 37(6): 1-5.(in Chinese)
[7]
Hwang Shyhjiann, Fang Wenhung, Lee Hungjen,et al. Analytical model for predicting shear strength of squat walls[J].Journal of Structural Engineering, ASCE, 2001, 127(1): 43-50.
[8]
Hwang Shyhjiann, Fang Wenhung,Lee Hungjen.Evaluation of shear strength of low-rise reinforced concrete shear walls[J].Journal of the Chinese Institute of Civil and Hydraulic Engineering, 1999, 11(4): 763-772.
[9]
Hwang Shyhjiann,Lee Hungjen.Strength prediction for discontinuity regions by softened strut-and-tie model[J]. Journal of Structural Engineering, ASCE, 2002, 128(12): 1519-1526.
[10]
Hwang Shyhjiann,Yu Hsinwan,Lee Hungjen.Theory of interface shear capacity of reinforced concrete[J].Journal of Structural Engineering, ASCE, 2000, 126(6): 700-707.
[11]
Hwang Shyhjiann,Lee Hungjen.Analytical model for predicting shear strengths of exterior reinforced concrete beam-column joints for seismic resistance[J]. ACI Structural Journal, 1999, 96(5): 846-857.
[12]
Hwang Shyhjiann,Lee Hungjen.Analytical model for predicting shear strengths of interior reinforced concrete beam-column joints for seismic resistance[J].ACI Structural Journal, 2000, 97(1): 35-44.
[13]
Hwang Shyhjiann,Lu Wenyao,Lee Hungjen.Shear strength prediction for deep beams[J].ACI Structural Journal, 2000, 97(3): 367-376.
[14]
Paulay T,Priestley M J N. Seismic design of reinforced concrete and masonry buildings[M]. New York: John Wiley & Sons, Inc, 1992.