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泥石流中的巨石冲击是造成拦挡结构破坏的最直接因素,因此设置钢构格栅坝拦截大石块,对减小泥石流冲击破坏有十分重要的作用。本文就钢构格栅坝结构模型,利用国际通用计算动力荷载的非线性有限元软件ANSYS/LSDYNA进行数值模拟。用钢球模拟巨石,分别在格栅坝中间榀顶层梁柱节点和中间榀顶层柱中部施加冲击荷载,分析在冲击荷载作用下结构的动力响应。结果表明:作用在结构上的冲击力大小与被冲击构件刚度大小密切相关,被冲击构件刚度越大,结构受到的冲击力越大,反之,冲击力越小;钢构格栅坝在冲击作用下,冲击作用部位、结构支座部位及梁柱节点部位响应较大,设计时应予以加强;且钢构格栅坝不同位置遭受冲击作用时结构响应完全不同,与冲击力作用在梁柱节点时相比较,冲击力作用在构件中部时结构整体响应明显较小。该结果为泥石流拦挡工程中钢构格栅坝的设计提供了参考。 相似文献
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基于性能目标的特高压输电塔抗风可靠度分析 总被引:1,自引:0,他引:1
特高压输电塔作为风敏感结构,在不同风荷载强度等级作用下,会遭受不同程度的损伤和破坏甚至倒塌。除了关注倒塌这一严重破坏,对于特高压输电塔在运营期间不同的受损程度,即不同的性能水准和表现也应重视,并采取相应的加固维修措施。通过大量调研和分析,提出以应力比和顶点位移为控制标准的性能目标,并建立了其性能水准量化模型;进而结合自适应高次响应面法,对皖电东送一上海1000kV双回路输电线路中的SZ301直线塔进行了相应的抗风静力性能可靠度分析,从而验证了所建议性能水准框架及可靠度分析方法的可行性,对工程设计和实践具有一定的指导意义。 相似文献
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The Lo River Basin (LRB) is one of several narrow sedimentary basins associated with the main faults of the Red River Fault Zone separating the South China and Indochina microplates. The basin is located on the NE boundary of the high-grade metamorphic Con Voi Massif and the sedimentary and metasedimentary Viet Bac fold zone in north-eastern Vietnam.The LRB is filled with over 6000 m of Oligocene/Miocene alluvial deposits. The source area was probably located on the NE margin of the basin and was composed mostly of low-grade metamorphic rocks with a minor component of sedimentary rocks. Three alluvial systems are recognised. The oldest system was a proximal braided river system, with the minor occurrence of alluvial fans. The younger systems record changes in clast composition and lithofacies, which suggests a transition from a distal braided river to a distal braidplain system. The LRB fill shows a range of features characteristic of strike-slip fault basins. The origin of the LRB is correlated with the left-lateral transtensional regime. The present shape of the basin is a result of post-sedimentation tectonic activity. 相似文献
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