Citation: | ZHENG Shixiong, ZHU Jinbo, TANG Yu, GUO Junfeng. Two-Dimensional Coupled Flutter Method Based on Genetic Hybrid Algorithm[J]. Journal of Southwest Jiaotong University, 2018, 53(1): 64-71. doi: 10.3969/j.issn.0258-2724.2018.01.008 |
SCANLAN R H, TOMKO J J. Airfoil and bridge deck flutter derivatives[J]. Journal of Engineering Mechanics, 1971, 97(6):1717-1737. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=JAKO200421349898472
|
HUSTON D R. Flutter derivatives from 14 generic deck sections[C]//Proc. of ASCE Structure Congress. Orlando: ASCE, 1987: 281-292.
|
陈政清, 于向东.大跨桥梁颤振自激力的强迫振动法研究[J].土木工程学报, 2002, 35(5):34-41. doi: 10.3321/j.issn:1000-131X.2002.05.008
CHEN Zhenqing, YU Xiangdong. A new method for measuring flutter self-excited forces of long-span bridges[J]. China Civil Engineering Journal, 2002, 35(5):34-41. doi: 10.3321/j.issn:1000-131X.2002.05.008
|
李志国, 王骑, 伍波, 等.不同攻角下扁平箱梁颤振机理研究[J/OL].西南交通大学学报, 优先出版. (2017-09-27)[2017-10-28].http://kns.cnki.net/kcms/detail/51.1277.U.20170927.2111.034.html.
|
WILDE K, FUJINO Y, MASUKAWA J. Time domain modeling of brige deck flutter[J]. Structural Engineering Earthquake Engineering, 1996, 13(2):93-104.
|
XIANG H, ZHANG R. On mechanism of flutter and unified flutter theory of bridges[M]//Wind Engineering Into the 21st Century. Rotterdam: [s.n.], 1999: 1069-1074.
|
MATSUMOTO M, HAMASAKI H, YOSHIZUMI F. On flutter stability of decks for super long-span bridge[J]. Structural Engineering EarthquakeEngneering, 1997, 14:185-200. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=J-STAGE_547358
|
MATSUMOTO M. Flutter instability and recent development in stabilization of structures[J]. Journal of Wind Engineering and Industrial Aecodynamics, 2007, 95(9/10/11):888-907. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=6bfb4e4734a5ef44013433a56011ecb0
|
杨詠昕.大跨度桥梁二维颤振机理及其应用研究[D].上海: 同济大学, 2002.
|
杨詠昕, 葛耀君, 项海帆.大跨度桥梁典型断面颤振机理[J].同济大学学报, 2006, 34(4):455-460. doi: 10.3321/j.issn:0253-374X.2006.04.006
YANG Yongxin, GE Yaojun, XIANG Haifan. Flutter mechanism of representative sections for long-span bridges[J]. Journal of Tongji University, 2006, 34(4):455-460. doi: 10.3321/j.issn:0253-374X.2006.04.006
|
丁泉顺, 朱乐东.桥梁主梁断面气动耦合颤振分析与颤振机理研究[J].土木工程学报, 2007, 40(3):69-74. doi: 10.3321/j.issn:1000-131X.2007.03.012
DING Quanshun, ZHU Ledong. Aerodynamically coupling flutter analysis and flutter mechanism for bridge deck sections[J]. China Civil Engineering Journal, 2007, 40(3):69-74. doi: 10.3321/j.issn:1000-131X.2007.03.012
|
邵亚会, 葛耀君, 柯世堂.超大跨度悬索桥二维颤振频域直接分析方法[J].哈尔滨工业大学学报, 2011, 43(8):119-123. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK201102820863
SHAO Yahui, GE Yaojun, KE Shitang. Straight forward method for two-dimensional flutter analysis of super-long-span suspension bridge in frequency domain[J]. Journal of Harbin Institute of Technology University, 2011, 43(8):119-123. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK201102820863
|
罗亚中, 袁端才, 唐国金.求解非线性方程组的混合遗传算法[J].计算力学学报, 2005, 22(1):109-114. doi: 10.3969/j.issn.1007-4708.2005.01.022
LUO Yazhong, YUAN Duancai, TANG Guojin. Hybrid genetic algorithm for solving systems of nonlinear equations[J]. Chinese Journal of Computational Mechanics, 2005, 22(1):109-114. doi: 10.3969/j.issn.1007-4708.2005.01.022
|
张鸿燕, 耿征. Levenberg-Marquard算法的一种新解释[J].计算机工程与应用, 2009, 45(19):5-9. doi: 10.3778/j.issn.1002-8331.2009.19.002
ZHANG Hongyan, GENG Zheng. Novel interpretation for Levenberg-Marquardt algorithm[J]. Computer Engineering and Applications, 2009, 45(19):5-9. doi: 10.3778/j.issn.1002-8331.2009.19.002
|
项海帆, 葛耀君, 朱乐东, 等.现代桥梁抗风理论与实践[M].北京:人民交通出版社, 2005:206-216.
|
葛耀君.大跨度悬索桥抗风[M].北京:人民交通出版社, 2011:259-269.
|
朱小飞.迭代法解非线性方程组[D].合肥: 合肥工业大学, 2014.
|
晁玉翠.求解非线性方程组的修正牛顿法[D].哈尔滨: 哈尔滨工业大学, 2007.
|
屈颖爽.基于拟牛顿法和遗传算法求解非线性方程组的混合算法[D].长春: 吉林大学, 2005.
|
陈政清.桥梁风工程[M].北京:人民交通出版社, 2005:67-73.
|