替换阻尼杆件的双层柱面网壳被动控制振动台试验研究   总被引：6，自引：0，他引：6  

梁海彤  吴金志  张毅刚 《地震工程与工程振动》2003,23(4):178-182

本文在拟动力装置上对自行设计的孔隙式粘滞阻尼杆件进行了性能测试，并用其替换双层柱面网壳的部分下弦杆进行了被动减震控制的振动台试验，输人了多种能级的不同地震动，针对替换不同位置和数量的阻尼杆件进行了多种工况下的试验研究。试验结果表明减震效果明显，与理论分析结果吻合较好。  相似文献   

单层球面网壳强震失效机理及参数影响研究          下载免费PDF全文

张微敬  许丽红  张毅刚 《世界地震工程》2019,35(3):001-9

基于OpenSEES软件平台,建立了凯威特型单层球面网壳的纤维模型,通过增量动力分析方法,研究了球面网壳的塑性发展过程,判定了网壳结构的破坏类别;通过分析杆件纤维应力随时间的变化,杆件的塑性发展,以及失效杆件的位置分布,揭示单层球面网壳结构的倒塌机理。在此基础上,分析了跨度、矢跨比以及屋面质量对地震作用下单层球面网壳极限承载力的影响,可为工程设计提供参考。  相似文献   

单层球面网壳结构的柱顶隔震研究     

胡苇  任红梅  陈贻辉  翟永梅 《防灾减灾学报》2016,(1):8-14

以带下部混凝土支承结构的单层联方型球面网壳为研究对象,针对工程实际中支承刚度过强的情形,提出了柱顶隔震的方法,从而改善了整体结构的抗震性能。非线性时程分析表明,多遇地震作用下LRB能在一定程度上降低支座反力,且使支座反力分布趋于均匀,降低了支座设计的要求;罕遇地震作用下LRB支座基本进入塑性状态,支座反力维持在屈服力附近,与原结构相比有大幅度的降低,支座滞回曲线饱满,同时上部网壳的塑性发展程度大大减轻,基本保持为弹性,取得了良好的减震效果。  相似文献   

中国南方网纹红土元素地球化学特征及其对网纹化过程的指示意义^*          下载免费PDF全文

徐传奇  廖富强  贾玉连  黄思源  连丽聪  凌超豪  龙进 《古地理学报》2016,18(5):865-878

中国南方网纹红土是在季风气候条件下形成的一种特殊地层,对重建南方第四纪气候环境具有特殊重要的意义,但长期以来对网纹化过程的物化特点缺乏足够的认识。对江西九江、彭泽与湖南岳阳3个剖面的黏土质网纹红土中白色网纹和红色基质分离后进行了地球化学元素、游离铁含量等测试,结果表明:(1)白色网纹中,发生了Fe、Mn、Th、Ga、Cu、Zn、Co、Ni、Cr、 V等元素的显著亏损,SiO₂、Zr、Hf及轻稀土元素的显著富集,游离铁含量较低;红色基质中则完全相反;(2)网纹中Fe²⁺含量较高,基质中含量较低,揭示了网纹倾向于还原环境,基质倾向于氧化环境。研究认为网纹和基质这种氧化还原差异,是Fe、Mn、Co、Ni、Cr、V、Zn、Th、Ga、Cu等元素在网纹中游离淋失,并在基质中的沉淀富集,造成Zr、SiO₂及轻稀土等在网纹中的相对富集、在基质中“稀释”而呈现亏损的主要原因。  相似文献   

Seismic performance of cylindrical latticed-intersected-three-dimensional-beam-system reticulated mega-structure with single-layer latticed-intersected-cylindrical-shell substructures     

《Soil Dynamics and Earthquake Engineering》2014

This paper is focused on the research of seismic performance of cylindrical latticed-intersected-three-dimensional-beam-system (LITDBS) reticulated mega-structure with single-layer latticed-intersected-cylindrical-shell (LICS) substructures by time history method accounting for geometrical nonlinearity. The distribution laws of the dynamic internal forces and those of the ratios of the dynamic to static internal forces of members in this innovative structure are first studied. The behaviors of the structure under different multi-component seismic actions are analyzed, and the reasonable components of the seismic action that should be considered in design are thus obtained. Then taking the maximum dynamic internal force of the structure as the index, a series of parametric analyses are carried out, and the suitable values of several key form parameters are recommended. Additionally, the results by the response spectrum method with those by the time history method are compared, which indicates that the former is not on the safe side. Therefore, the mode-superposition response spectrum method can only be used to do preliminary seismic design of this kind of structure, and the results must be checked by the time history method at the end.  相似文献   

Deep sea diapirs and bottom simulating reflector in Fairway Basin (SW Pacific)   总被引：1，自引：0，他引：1  

Auzende  Jean Marie  Van de Beuque  Sabrina  Dickens  Gerald  François  Caroline  Lavoy  Yves  Voutay  Olivier  Exon  Neville 《Marine Geophysical Researches》2000,21(6):579-587

A recent swath-bathymetry and geophysical survey of the R/V L'Atalante in the Fairway Basin between Australia and New Caledonia allowed to confirm the Cretaceous age of the creation of the basin by continental stretching. This first stage of opening of the Fairway Basin is associated with the deposition of a continuous salt/mud layer feeding today numerous diapirs, some of them piercing the 3 to 4 km thick sedimentary cover and reaching the seafloor. In close link with this salt/mud layer a Bottom Simulating Reflector indicator of gas hydrates level occupies a 70000 km² surface at about 500 to 600 m-depth beneath the sea floor. The coexistence of both BSR and diapirs suggests a thermogenic better than biogenic origin for the gas hydrates horizon.  相似文献   

金刚石—硬质合金超硬复合柱齿优化设计探讨     

史晓亮  段隆臣  刘晓阳  汤凤林  陈小松 《煤田地质与勘探》2002,30(6):61-63

通过研究常规超硬复合柱齿碎岩机理,提出了超硬球齿部分外形的优化设计,分析了其碎岩机理,推导出合理的双唇面超硬球齿半径之间的关系式,这为冲击回转化钻进提供了依据。   相似文献   

树根桩加固边坡的稳定性分析与评价   总被引：9，自引：0，他引：9  

孙少锐  吴继敏  魏继红  侯伟生 《岩土力学》2003,24(5):776-780

参考树根桩应用于托换工程的设计计算方法,根据树根桩的实际特征,详细地推导了树根桩加固边坡后树根桩与土均质化复合“土体”的本构模型,研究了树根桩应用于边坡加固后的应力场、位移场的变化及边坡的稳定性情况。最后,比较了两种本构模型在评价边坡稳定性方面的优缺点,得出采用复合本构模型评价树根桩加固边坡的稳定性是完全可行的。  相似文献   

The 1984 to 1996 cyclic activity of Lascar Volcano, northern Chile: cycles of dome growth, dome subsidence, degassing and explosive eruptions     

Stephen J. Matthews  Moyra C. Gardeweg  R. Stephen J. Sparks 《Bulletin of Volcanology》1997,59(1):72-82

 Lascar Volcano (5592 m; 23°22'S, 67°44'W) entered a new period of vigorous activity in 1984, culminating in a major explosive eruption in April 1993. Activity since 1984 has been characterised by cyclic behaviour with recognition of four cycles up to the end of 1993. In each cycle a lava dome is extruded in the active crater, accompanied by vigorous degassing through high-temperature, high-velocity fumaroles distributed on and around the dome. The fumaroles are the source of a sustained steam plume above the volcano. The dome then subsides back into the conduit. During the subsidence phase the velocity and gas output of the fumaroles decrease, and the cycle is completed by violent explosive activity. Subsidence of both the dome and the crater floor is accommodated by movement on concentric, cylindrical or inward-dipping conical fractures. The observations are consistent with a model in which gas loss from the dome is progressively inhibited during a cycle and gas pressure increases within and below the lava dome, triggering a large explosive eruption. Factors that can lead to a decrease in gas loss include a decrease in magma permeability by foam collapse, reduction in permeability due to precipitation of hydrothermal minerals in the pores and fractures within the dome and in country rock surrounding the conduit, and closure of open fractures during subsidence of the dome and crater floor. Dome subsidence may be a consequence of reduction in magma porosity (foam collapse) as degassing occurs and pressurisation develops as the permeability of the dome and conduit system decreases. Superimposed upon this activity are small explosive events of shallow origin. These we interpret as subsidence events on the concentric fractures leading to short-term pressure increases just below the crater floor. Received: 12 December 1996 / Accepted: 6 May 1997  相似文献   

多点激励下圆柱面巨型网格结构地震响应分析     

贺拥军  李练兵  周绪红 《地震学刊》2011,(3):275-280

空间相关性对大跨度空间结构的影响不容忽视。本文采用动力时程分析方法对圆柱面巨型网格结构进行了多点激励下的地震响应分析,并与一致激励下的结构地震响应进行对比,探讨了主体结构单独承载和子结构参与协同承载这2种情况下,不同行波激励对结构关键节点和杆件响应的影响及其变化特点;通过比较分析结构在多点激励和一致激励下的响应差异,得出圆柱面巨型网格结构在地震输入时需考虑多点激励的结论,可供该类结构的抗震设计参考。  相似文献