Guo Yanlin, Wang Xiaoan, Tian Guangyu, et al. Sensitivity study of random errors for cable tension structures of Baoan stadium [J]. Construction Technology, 2009, 35(3): 35―39. (in Chinese)
Deng Hua, Song Rongmin. Pretensioning analysis of cable-strut tensile structures for controlling effect of random cable length errors [J]. Journal of Building Structures, 2012, 33(5): 71―78. (in Chinese)
[9]
张民锐. 月牙形索桁结构的预张力偏差控制技术和静力性能研究[D]. 杭州: 浙江大学, 2012.
[10]
Zhang Minrui. Study on technique of pretension deviation controlling and static behavior of a crescent-shaped cable-truss structure [D]. Hangzhou: Zhejiang University, 2012. (in Chinese)
[11]
JGJ 257-2012, 索结构技术规程[S]. 北京: 中国建筑工业出版社, 2008.
[12]
JGJ 257-2012, Technical specification for cable structures [S]. Beijing: China Architecture and Building Press, 2008. (in Chinese)
[13]
程云鹏. 矩阵论[M]. 西安: 西北工业大学出版社, 2001: 193―195.
[14]
Cheng Yunpeng. Matrix theory [M]. Xi’an: Northwestern Polytechnical University Press, 2001: 193―195. (in Chinese)
[15]
Friedlander A, Martinez J M. On the maximization of a concave quadratic function with box constraints [J]. SIAM Journal on Optimization, 1994, 4(1): 177―192.
Gao Yuelin, Xu Chengxian, Yang Chuansheng. A global optimality method for solving the nonconvex quadratic programming problem with additional box constraints [J]. Journal of Engineering Mathematics, 2002, 19(1): 99―103. (in Chinese)
[18]
Venkataraman P. Applied optimization with MATLAB programming [M]. New York: John Wiley & Sons, 2009: 87―99.
[19]
Neumaier A. MINQ-general definite and bound constrained indefinite quadratic programming [CP]. http://www.mat.univie.ac.at/~neum/software/minq/,1998.
[20]
张贤达. 矩阵分析与应用[M]. 北京: 清华大学出版社, 2004: 485―486. Zhang Xianda. Analysis and application of matrix [M]. Beijing: Tsinghua University Press, 2004: 485―486. (in Chinese)
[21]
(上接第21页)
[22]
王睿, 张晓鹏, 亢战. 以动柔度为目标的结构阻尼材料层拓扑优化[J]. 振动与冲击, 2013, 32(22): 36―40. Wang Rui, Zhang Xiaopeng, Kang Zhan. Topology optimization of damping layer in structures for minimizing dynamic compliance [J]. Journal of Vibration and Shock, 2013, 32(22): 36―40. (in Chinese)
[23]
刘虎, 张卫红, 朱继宏. 简谐力激励下结构拓扑优化与频率影响分析[J]. 力学学报, 2013, 45(4): 588―597. Liu Hu, Zhang Weihong, Zhu Jihong. Structural topology optimization and frequency influence analysis under harmonic force excitations [J]. Chinese Journal of Theoretical and Applied Mechanics, 2013, 45(4): 588―597. (in Chinese)
[24]
Min S, Kikuchi N, Park Y C, Kim S, Chang S. Optimal topology design of structures under dynamic loads [J]. Structural Optimization, 1999, 17(2/3): 208―218.
[25]
Kang B S, Park G J, Arora J S. A review of optimization of structures subjected to transient loads [J]. Structural and Multidisciplinary Optimization, 2006, 31(2): 81―95.
[26]
邱吉宝, 向树红, 张正平. 计算结构动力学[M]. 合肥: 中国科学技术大学出版社, 2009: 261―273. Qiu Jibao, Xiang Shuhong, Zhang Zhengping. Computational structural dynamics [M]. Hefei: Press of University of Science and Technology of China, 2009: 261―273. (in Chinese)
[27]
Zheng L, Xie R L, Wang Y, Adel E. Topology optimization of constrained layer damping on plates using Method of Moving Asymptote (MMA) approach [J]. Shock and Vibration, 2011, 18(1/2): 221―244.
[28]
Bendsøe M P, Sigmund O. Material interpolation schemes in topology optimization [J]. Archive of Applied Mechanics, 1999, 69(9/10): 635―654.
[29]
Svanberg K. The method of moving asymptotes - a new method for structural optimization [J]. International Journal for Numerical Methods in Engineering, 1987, 24(2): 359―373.
[30]
Sigmund O. On the design of compliant mechanisms using topology optimization [J]. Mechanics of Structures and Machines, 1997, 25(4): 495―526.
