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Evaluation of bending moments and shear forces at unit connections of very large floating structures using hydroelastic and rigid body analyses 总被引:1,自引:0,他引:1
Byoung Wan Kim Sa Young Hong Jo Hyun Kyoung Seok Kyu Cho 《Ocean Engineering》2007,34(11-12):1668-1679
This paper investigates the characteristics of bending moments, shear forces and stresses at unit connections of very large floating structures (VLFS) under wave loads. The responses of VLFS are calculated by solving multi-body motion equation considering hydroelasticity and connection stiffness. Hydroelastic responses are calculated by the direct method. Higher-order boundary element method (HOBEM) is used for fluid analysis and finite element method (FEM) is introduced for structural analysis. The equation of motion is modified to describe the unit connections by employing spring elements. Bending moments and shear forces at the connections are obtained from the dynamic equilibrium condition for pressures and inertia forces. Two types of VLFS units such as tandem arranged units and side-by-side arranged units are considered in the numerical examples. The influences of connection stiffness, wave frequency and heading angle on responses of VLFS are investigated through the numerical examples. Rigid body analysis along with hydroelastic analysis is also carried out in the numerical analysis and comparison of those two approaches is discussed. 相似文献
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多年的调查与研究表明,建于淤泥质地基上的水闸与海塘等水工建筑物常常因海塘与水闸连接部位产生过大的差异沉降,影响水闸的正常使用,甚至造成连接部位完全破环。在海塘与水闸之间构建连接段则可以有效减小两者过大的差异沉降,进而减小差异沉降对建筑物的不利影响,但单纯设置连接段对于控制过大差异沉降效果极其有限。论文以浙东沿海某海堤围垦工程为背景,基于有限差分数值模拟软件(FLAC3D),模拟了海塘堆载及流固耦合过程,并考虑通过调节连接段水泥搅拌桩的桩径、桩长及桩间距的连续变化对地基处理措施进行优化,计算出了不同优化措施下水闸与海塘的差异沉降。计算结果表明:基于连接段地基桩桩长的连续变化,再通过调节桩间距的大小可以很大程度控制海塘与水闸之间的差异沉降。 相似文献
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Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan 总被引:1,自引:0,他引:1
Hoe I. Ling Dov Leshchinsky Nelson N. S. Chou 《Soil Dynamics and Earthquake Engineering》2001,21(4):3087
This paper gives an overview on the application of geosynthetic-reinforced soil structures in Taiwan. Taiwan has an unique topography and geotechnical conditions that rendered a less conservative and more challenging design compared to that of North America, Europe and Japan. The Ji-Ji (Chi-Chi) earthquake of 1999 gave an opportunity to examine the behavior of reinforced soil structures. The performance of several modular-block reinforced soil retaining walls and reinforced slopes at the vicinity of the fault was evaluated. Reinforced structures performed better than unreinforced soil retaining walls. The failure cases were highlighted and the cause of failure was identified. The lack of seismic design consideration could be a major cause of failure. The compound failure mode, the inertia force of the blocks, and the connection stiffness and strength relative to the large dynamic earth pressure, were among major items that would warrant further design consideration. 相似文献
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本文首先介绍了目前国际上空间VLBI的基本情况,进而对空间VLBI技术在参考系的建立和联系方面潜在的应用前景进行了初步的探讨。 相似文献
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一种以身份识别为主的测绘外业数据采集编码方法 总被引:1,自引:0,他引:1
当大比例尺数字测图采用数字测记模式时,草图通常要全部手工绘制,外业工作量大,内业根据草图,采用人机交互方式连接碎部点,生成图形,效率较低。本文介绍一种新的外业数据编码规则、采集方法。 相似文献
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高速公路拼接段地基处理设计分析方法与工程实践 总被引:16,自引:2,他引:14
针对新、老高速公路拼接段的两种拼接型式直接拼接和分离拼接 ,对新建路基实施拼接后 ,以超载形式引起已建高速公路产生的附加沉降的不良影响进行研究 ,选择了造价低、施工方便的沉降隔离墙方案。应用土体固结非线性有限元法 ,对锡澄与沪宁高速公路拼接段中的隔离墙在工程中所起的作用进行数值模拟 ,计算分析表明 ,隔离墙的存在可有效地减少锡澄高速公路拼接后对沪宁高速公路主线中心的附加沉降量。 相似文献