| [1] Nielsen M P. Limit analysis and concrete plasticity [M]. Englewood Cliffs, N J: Prentice-Hall, 1984.[2] Hsu T T C. Toward a unified nomenclature for reinforced-concrete theory [J]. Journal of Structural Engineering, 1996, 122(3): 275-283.[3] Hsu T T C. Softened truss model theory for shear and torsion [J]. ACI Structural Journal, 1988, 85(6): 624-635.[4] Hsu T T C. Unified approach to shear analysis and design [J]. Cement and Concrete Composites, 1998, 20(6): 419-435.[5] Guan Pin-wu, Xu Ze-jing, Wang Bo. Shear capacity analysis methods of R.C. members [J]. World Earthquake Engineering, 2002, 18(3): 95-101 (in Chinese).[6] Hsu T T C. Unified theory of reinforced concrete [M]. Boca Raton, FL: CRC Press, 1993.[7] Pang X-B, Hsu T T C. Fixed angle softened truss model for reinforced concrete [J]. ACI Structural Journal, 1996, 93(2): 197-207. [8] Zhu Bo-fang. Finite element method theory and applications [M]. Beijing: China Water Power Press, 1998 (in Chinese).[9] Liu Xi-la. The development and prospect of structural engineering [M]. Beijing: China Architecture & Building Press, 2007 (in Chinese).[10] El-ariss B. Behavior of beams with dowel action [J]. Engineering Structures, 2007, 29(6): 899-903.[11] He Xiao-gang, Kwan Kwok-hung. A model for dowel action of reinforcement bars and its application to deep beam analysis [J]. Engineering Mechanics, 2001, 18(1): 96-102 (in Chinese).[12] Chen W F. Elasticity and plasticity [M]. Beijing: China Architecture & Building Press, 2004.[13] Huo Jing-feng. Unified failure expression on the reinforced concrete members [D]. Shanghai: Department of Civil Engineering, Shanghai Jiaotong University, 2004 (in Chinese)[14] Luo Hua-xun, Liu Xi-la. Unified failure model on the reinforced concrete members with box section [J]. Sichuan Building Science, 2011, 37(1): 1-6 (in Chinese).[15] Chen W F. Constitutive equations for materials of concrete and soil [M]. Beijing: China Architecture & Building Press, 2004.[16] Huang Zhen, Liu Xi-la, YANG Guang. Unified expression for failure of reinforced concrete members in bridge [J]. Journal of Zhejiang University: SCIENCE A, 2006, 7(3): 383-390.[17] Liu Ji-ming, Shi Qing-xun, Li Zhi-jun, et al. Torsional behavior study of reinforced concrete boxing-section members subjected to biaxial eccentric compression, shear and reversed torque [J]. Building Structure, 2007, 37(7): 20-24 (in Chinese).[18] Li Zhi-jun. The experimental study on torsional behavior of R.C. members with box sections subjected biaxially to eccentric compression and shear [D]. Xi’an: Department of Civil Engineering, Xi’an University of Architecture and Technology, 2005 (in Chinese).[19] Xu Yan-qiu, Xu Ke-bin, Liu Feng-kui. Calculating method and experimental study of torsion strength of concrete box beams under combining loading [J]. China Journal of Highway and Transport, 2000, 13(3): 36-40 (in Chinese).[20] Zhao Jia-kang, Zhang Lian-de, Wei Yun-ting. Torsional strength of R.C. members subjected to compression, bending, shear and torsion [J]. China Civil Engineering Journal, 1993, 26(1): 20-30 (in Chinese).[21] China Academy of Building Research. Experimental data sets of R.C. members [M]. Beijing: China Architecture & Building Press, 1985 (in Chinese). |
