Effects of the improper modeling of viscous damping on the first-mode and higher-mode dominated responses of base-isolated buildings     

Hamidreza Anajafi  Ricardo A. Medina  Erin Santini-Bell 《地震工程与结构动力学》2020,49(1):51-73

In many finite element platforms, a classical global damping matrix based on the elastic stiffness of the system (including isolators) is usually developed as part of the solution to the equations of motion of base-isolated buildings. The conducted analytical and numerical investigations illustrate that this approach can lead to the introduction of unintended damping to the first and higher vibration modes and the spurious suppression of the respective structural responses. A similar shortcoming might be observed even when a nonclassical damping model (ie, an assembly of the superstructure and isolation system damping sub-matrices) is used. For example, the use of Rayleigh damping approach to develop the superstructure damping sub-matrix can lead to the undesired addition of damping to the isolated mode arising from the mass-proportional component of the superstructure damping. On the other hand, the improper use of nonclassical stiffness-proportional damping (eg, determining the proportional damping coefficient, β_k , based on the first mode) can result in assigning significant damping to the higher-modes and the unintended mitigation of the higher-mode responses. Results show that a nonclassical stiffness-proportional model in which β_k is determined based on the second modal period of a base-isolated building can reasonably specify the intended damping to the higher modes without imparting undesirable damping to the first mode. The nonclassical stiffness-proportional damping can be introduced to the numerical model through explicit viscous damper elements attached between adjacent floors. In structural analysis software such as SAP2000®, the desired nonclassical damping can be also modeled through specifying damping solely to the superstructure material.  相似文献   

鄱阳湖退田还湖及其对洪水的影响   总被引：9，自引：0，他引：9  

闵骞 《湖泊科学》2004,16(3):215-222

在详细分析鄱阳湖退田还湖现状基础上,建立了鄱阳湖退田还湖洪水位效应计算模型,估计退田还湖对典型年洪水位的效应.并对退田还湖对年最高水位频率的影响进行了预测.最后,探讨了退田还湖圩区适宜管理模式和退田还湖对湖泊环境的影响.  相似文献   

GRACE估计南极冰川质量变化的泄露影响及其改正     

邹芳  金双根 《大地测量与地球动力学》2016,36(7):639-644

利用2003-01～2013-12期间GRACE数据反演得到地球表面质量变化,使用全球正向建模恢复法改正泄露影响,获得南极冰盖质量变化。比较GRACE直接估计和泄露影响改正后的结果发现,南极冰盖在2003～2013年质量变化信号衰减20.3%,西南极有26.4%的质量消融信号泄露到了周边,东南极的泄露影响更高达70%。改正后的结果表明,南极冰盖绝大部分质量消融发生在西南极和南极半岛,质量积累发生在东南极的Ronne冰架和Amery冰架;西南极冰盖质量变化速度达到-152.47±2.00 Gt/a,基本上等同于南极全岛的质量消融速度,而南极半岛的冰盖融化速度为-27.44±0.75 Gt/a,基本与东南极的冰盖质量积累速度27.27±5.12Gt/a抵消;南极全岛冰川整体质量以-152.64±7.00 Gt/a速度消失,并以-18.85±4.87 Gt/a2的加速度加速融化,导致海平面以0.41 mm/a的速度上升。  相似文献   

天然气水合物开采过程甲烷气泄漏海床基高密度电阻率法监测效果模拟与分析     

吴景鑫  郭秀军  贾永刚  孙翔  李宁 《吉林大学学报(地球科学版)》2018,48(6):1854-1864

为实现天然气水合物开采过程沉积物内甲烷气泄漏过程有效监测,设计了一种海床基原位电学监测方法。为界定该方法对不同模式泄露甲烷气的探测能力,以南海神狐海域天然气水合物试采区为研究区,构建相应地质及电阻率模型,模拟利用设计电学系统对其进行监测,计算得到不同采集参数的电阻率剖面,并对其进行对比分析。研究结果表明：海水层会在探测剖面上某深度区间内形成层状低阻异常带,对该深度区间有效电信号形成压制。将该异常带顶界深度定义为系统有效探测深度后,发现该深度受电极距直接影响,10 m极距偶极装置有效探测深度约为50 m。电学探测剖面对有效探测深度内分布的层状和团状甲烷气聚集区、慢速甲烷气泄露区、沿断层泄露的甲烷气区具有良好反映能力,数据处理得到的相对电阻率剖面与电学探测剖面相比能更好地反映甲烷气聚集区边界。该监测方法能够实时监测含气区空间变化。  相似文献   

南堡1号构造馆三段断盖配置油气渗漏部位及其控藏作用     

牟敦山  付广  陈雪晴 《吉林大学学报(地球科学版)》2018,48(4):1008-1017

为了研究南堡凹陷南堡1号馆三段火山岩盖层上下油气分布规律,在馆三段火山岩盖层及其内油气渗漏断裂发育及分布特征研究的基础上,通过对馆三段火山岩盖层断接厚度与其封油气所需最小断接厚度相对大小的比较和对油气渗漏断裂凸面脊的确定,预测了南堡1号构造馆三段断盖配置油气渗漏部位;并结合油气分布,对断盖配置油气渗漏部位对油气成藏与分布的控制作用进行了研究。结果表明,南堡1号构造馆三段断盖配置发育10处油气渗漏部位,其中：F₂及分支断裂油气渗漏部位最发育,有3处油气渗漏部位;其次是F₁、F₆断裂,有2处油气渗漏部位;F₃、F₄、F₅和F₇断裂仅各发育1处油气渗漏部位。这些油气渗漏部位及附近有利于下伏东一段油气在上覆馆三段之上聚集成藏,应是造成南堡1-1断鼻、南堡1-3断块和南堡1-5断鼻北部油区油气既可以分布在下伏东一段又可分布在馆三段之上,而南堡1-5断鼻南部油气仅分布在下伏东一段的根本原因。  相似文献   

Seismic indicators of focused fluid flow and cross-evaporitic seepage in the Eastern Mediterranean     

《Marine and Petroleum Geology》2017

We present for the first time a synthesis of the evidence of focused fluid flow in the Eastern Mediterranean, providing an updated record that includes recent and past occurrences through the last ca. 6 My of evolution of the basin. We do this by adding the interpretation of a previously unpublished regional 2D seismic dataset to the existing occurrences of focused fluid flow reported in the literature. Our interpretation shows a high number (141) of focused fluid flow features, which span the stratigraphic interval from late Miocene to Recent. Of these features, (82) are at the seabed, and (59) are buried. The previous published record is more difficult to quantify, but in comparison shows an overwhelming majority of seabed features, with only rare examples of buried features.The spectrum of the buried and seabed features covers pockmarks, pipes, mud volcanoes, clastic intrusions and collapse structures. Clustering of the fluid flow features is observed at different times in specific areas, including the Nile Cone, and the Levant, Herodotus, Cyprus and Latakia basins. With the buried record, we are able to highlight the evolution of the leakage points through time. Focused fluid flow venting has been occurring since the onset of the Messinian Salinity Crisis and the start of basinwide deposition of evaporites. We focus in particular on seismic indicators of leakage through evaporites, and of sub-evaporitic source for fluids and remobilised sediments. We also discuss the role of the evaporites as a seal to ascending fluids, and in which circumstances they can be breached.Fluids (and associated remobilised sediments) are sourced from different intervals, from the sub- and supra-evaporitic section, and possibly within the evaporites. Only a minor proportion of the fluid flow features are certainly sourced from below the Messinian evaporites, and most of them are located in the Nile-Levant-Eratosthenes areas. The few examples of pathways that are able to cross thick, undeformed and well preserved evaporites are typically correlated to overpressure release and hydrofracturing. This confirms that the evaporites do act regionally as a very good seal as expected, while fluids are able to cross the evaporites only in their most extreme expression, i.e. in near-lithostathic overpressure conditions. This is confirmed by our observations made in the Eastern Mediterranean, where in the presence of relatively undisturbed evaporites, cross-evaporite vertical fluid pathways are only observed at the high end of the flux-pressure range, and involve sediment remobilisation. Maps combining these different elements can be used to detect areas potentially more prone to breaching.  相似文献   

A study on one-dimensional consolidation of layered structured aquitard soils in a leakage system     

An-Feng Hu  Hao Wu  Kang-He Xie  Ling-Han Yan 《Marine Georesources & Geotechnology》2017,35(3):318-329

Analytical solutions expressed using the hydraulic head for the one-dimensional consolidation of layered structured aquitard soils in a leakage system are deduced by transforming the n-layered structured soils into n + i (i = 1,2,…, n)-layered soils with gradually changing thicknesses, therein considering the behaviors of structured aquitard soils. The solutions are given in the case of instantaneous and linear decreasing confined aquifer water levels. By comparing three different examples, the effects of the structured behaviors on the consolidation characteristics are analyzed for the instantaneous decline of the confined aquifer water level.  相似文献   

Analytical model of well leakage pressure perturbations in a closed aquifer system     

《Advances in water resources》2014

Deep saline aquifers are commonly used for disposal and storage of various surface fluids. The target injection zone must be hydraulically isolated from overlying zones in order to ensure containment of the injected fluids. Improperly plugged nonoperational abandoned wells that penetrate the injection zone are the main potential leakage pathways. Leakage through such wells may cause an observable pressure signal in a zone overlying the injection zone; such a signal can be used to detect the leakage. In this paper we develop an analytical model to evaluate the pressure change induced by leakage through a well in a multilayer system. Unlike previous analytical models on the topic, our model uses a closed system, which may significantly affect the strength and behavior of the pressure signal induced by leakage. The analytical model is first presented for a two-layer system centered at the leaky well location. We evaluate the leakage-induced pressure change using the Laplace transform of Duhamel’s superposition integral, yielding the solution in the Laplace domain. We then derive a late-time asymptotic solution using the final value theorem, which suggests that the leakage rate becomes constant after sufficient time. We then obtain the multilayer solution by extending the two-layer solution and presenting it in matrix form in the Laplace domain. We apply the solution to three examples. In the first example, we apply the analytical model to a two-layer system, investigating its behavior and comparing the results with a numerical solution. In order to demonstrate behavior and potential applications of the multilayer analytical model, we present two multilayer examples: one with identical layers and another, replicating a CO₂ storage site, with dissimilar layers. The leakage-induced pressure change does not necessarily decrease as the distance increases from the injection zone toward the surface.  相似文献   

“双端封堵侧漏技术”在探测大采深工作面煤层底板裂隙中的应用     

黄彪  冯有利 《中国地质灾害与防治学报》2014,25(3):79-82

我国浅部煤层的储量在近几年内大量减少,为满足工业生产,人民生活的需要,开采深部煤层成为势在必行的发展趋势,但是,深部采区条件较为复杂,尤其是在华北石炭-二叠型煤田内,底板奥灰水,溶岩水一直都限制着煤层的开采,底板突水占整个煤矿事故中90%以上的比例。大采深工作面受底板承压水的威胁较大,采动造成的裂隙一旦与导升带相连通,形成一导水通道,则会造成底板突水。双端封堵侧漏技术通过将整个钻孔细分为若干单位段,通过测试每一单位段前后两次漏水的差异,从而确定受回采影响下底板的裂隙发育情况和最大发育深度。  相似文献   

张掖市水资源实物型投入产出表的编制应用     

马忠  李丹  王康 《中国沙漠》2014,34(1):284-290

实物型投入产出模型更适合用于核算与量化分析经济系统与资源环境间直接及间接的耦合关联。采用Helga Weisz的方法,通过价值型向实物型表转换,编制完成张掖市实物型投入产出表。基于实物型投入产出模型,对张掖市各部门水资源利用在社会经济系统中迁移特点和部门关联程度及乘数进行分析。结果表明：实物表为我们提供了新的分析视角,此方法的应用在资源环境领域的应用具有相当的适用价值。间接需求对水资源影响不容忽视,每个部门的乘数作用很大程度影响该部门在虚拟水战略中的地位和作用。畜牧业、制造业、建筑业在张掖市水资源利用部门关联中作用突出,应作为水资源的社会化管理重点关注的部门。  相似文献