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用直接法分析超大型浮体的水弹性响应 被引量:2
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作者 张淑华 韩满生 《海洋工程》 CSCD 北大核心 2004年第1期9-18,共10页
探讨了浮舟桥型超大型浮体结构的水弹性响应分析问题。将超大型浮体结构简化成弹性平板模型,用压力分布法计算流体压力,用直接法计算流体-结构系统,给出了它们的数学计算模型。计算表明本计算方法和程序是正确的,并能保证充分的精度,进... 探讨了浮舟桥型超大型浮体结构的水弹性响应分析问题。将超大型浮体结构简化成弹性平板模型,用压力分布法计算流体压力,用直接法计算流体-结构系统,给出了它们的数学计算模型。计算表明本计算方法和程序是正确的,并能保证充分的精度,进而计算了更大尺度的超大型浮体,分析了波长、波向等对响应振幅的影响。 展开更多
关键词 超大型浮体 弹性响应分析 直接法
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超大型浮体水弹性分析的平板格林函数法 被引量:6
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作者 闫红梅 崔维成 刘应中 《海洋工程》 CSCD 北大核心 2003年第4期8-14,22,共8页
采用EatockTaylor&Ohkusu提出的一种矩形平板的挠度格林函数进行超大型浮式结构物在波浪中的水弹性响应分析,计算结果与试验结果比较,相当吻合,证实此平板挠度格林函数可以用于超大型浮式结构物的水弹性分析。
关键词 四边自由矩形板 哈密尔顿原理 超大型浮式结构物 平板格林函数法 弹性响应分析
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新概念超大型浮式海基规划与设计 被引量:2
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作者 廖又明 叶永林 田超 《舰船科学技术》 北大核心 2015年第S1期154-160,共7页
阐述基于载荷设定、弹性响应分析、结构建模、安全性/功能性评估及维护管理等关键构建要素的——新概念超大型浮式海基规划与设计流程。
关键词 新概念超大型浮式海基 载荷设定 弹性响应分析 结构建模
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基于统一强度理论的高强钢纤维混凝土板侵彻研究
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作者 常永 《科技传播》 2010年第13期60-60,63,共2页
钢纤维混凝土这种在普通混凝土中掺入适量的钢纤维而组成的一种高性能材料,由于乱向分布的钢纤维的阻裂和增强效应,使得钢纤维混凝土具有比普通混凝土更高的强度和更好的抗冲击韧性。
关键词 钢纤维混凝土 弹性—塑性响应分析 柱形空腔膨胀理论
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Effect of Suppressed DOF on a Rigid RC Bridge Response under Strong Earthquake Motion
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作者 Bambang Budiono Eko Yuniarsyah 《Journal of Civil Engineering and Architecture》 2012年第8期1021-1028,共8页
NLTHA (nonlinear time history analysis) is impractical for widespread used by the professional engineer because it requires long and inefficient computational time involving complexities when six DOF (degree of fre... NLTHA (nonlinear time history analysis) is impractical for widespread used by the professional engineer because it requires long and inefficient computational time involving complexities when six DOF (degree of freedom) per node is applied. The NLTHA nowadays is predicted by MPA (modal pushover analysis). In this method, effects of higher modes on the dynamic response are considered to estimate seismic demands for structures. In this study, the effect of the reduction of number of DOF is analyzed using 3D NLTHA together with MPA of a rigid connection RC bridge under large earthquake motion. The results are compared with the 6 DOF NLTHA in terms of response of the structure and CPU time to obtain the most efficient computational effort. Result of NLTHA showed that the computational time of the structure both for 4 DOF (without two lateral torsional effects) and 3 DOF (without two lateral torsional and vertical displacements) was reduced significantly compared to the structure using 6 DOF. The reduction of computational time was close to fifty percent both for 4 and 3 DOF's. When the maximum responses between NLTHA and MPA are compared, it is found that the differences are insignificant. 展开更多
关键词 Rigid connection RC multi span bridge DOF NLTHA MPA.
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Stochastic response analysis of damaged elastic beams
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作者 TIAN YanPing FU YiMing 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第6期1618-1623,共6页
Great progress has been made in study on dynamic behavior of the damaged structures subject to deterministic excitation.The stochastic response analysis of the damaged structures,however,has not yet attracted people&#... Great progress has been made in study on dynamic behavior of the damaged structures subject to deterministic excitation.The stochastic response analysis of the damaged structures,however,has not yet attracted people's attention.Taking the damaged elastic beams for example,the analysis procedure for stochastic response of the damaged structures subject to stochastic excitations is investigated in this paper.First,the damage constitutive relations and the corresponding damage evolution equation of one-dimensional elastic structures are briefly discussed.Second,the stochastic dynamic equation with respect to transverse displacement of the damaged elastic beams is deduced.The finite difference method and Newmark method are adopted to solve the stochastic partially-differential equation and corresponding boundary conditions.The stochastic response characteristic,damage evolution law,the effect of noise intensity on damage evolution and the first-passage time of damage are discussed in detail.The present work extends the research field of damaged structures,and the proposed procedure can be generalized to analyze the dynamic behavior of more complex structures,such as damaged plates and shells. 展开更多
关键词 damaged elastic beams stochastic response Gaussian white noise first-passage time of damage finite differencemethod
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