脉冲型地震动潜在破坏势参数的相关性分析          下载免费PDF全文

来庆辉  胡进军  谢礼立  谭景阳  赵泽锋 《世界地震工程》2020,(1):035-43

为了在众多参数中挑选其中最有代表性的参数,来解释和反映脉冲型地震动对结构的潜在破坏能力,以338条脉冲型地震动记录作为研究对象,分析地震动参数与中低层结构响应的相关性。选取了14个常用地震动参数,对各地震动参数之间的相关性进行分析,从中选出7个代表性地震动参数;并将脉冲型地震动输入中低层结构模型中计算结构响应,分析代表性地震动参数与结构响应的相关性,与基于非脉冲型地震动的相关性计算结果进行对比。选用了3层和7层2个RC框架结构作为中低层结构代表,其基本周期为0.62s和0.89s。结果表明:对于脉冲型地震动,对于3层结构时与结构响应相关性最好的为EPV,对于7层结构时与结构响应相关性最好的为PGV,因此可以用PGV和EPV作为表征脉冲型地震动对中低层结构潜在破坏能力的参数;而对于非脉冲型地震动,与结构响应相关性最好的参数为PGV,可以用PGV作为表征脉冲型地震动对中低层结构的潜在破坏能力的参数。因此,通过地震动参数来解释和表征脉冲型地震动对结构的破坏能力是可行的。  相似文献   

多层空心砌块房屋混凝土结构抗震性测试研究          下载免费PDF全文

方冬慧 《地震工程学报》2019,41(5):1193-1198,1214

为了研究多层空心砌块房屋混凝土结构抗震性测试,按照1∶5缩尺比例建造空心砌块房屋混凝土结构模型进行抗震性测试实验。根据实际原型参数遵从相似理论的要求选择模型参数,通过电液伺服加载装置和液压千斤顶加载水平、垂直方向荷载,对所建造模型进行动力特性测试、地震反应分析、结构最大地震反应以及位移响应进行了实例分析。结果表明,随着破坏程度加大,模型结构自振频率随之减小,阻尼比随之增大;有芯柱多层空心砌块房屋模型的抗震效果较强;强震状态下,结构动力特性变化较大,破坏层聚集了房屋结构的最大反应;当加速度为125 cm/s时,结构最大位移为2.73 mm,低于规范值,模型结构具备一定延性。  相似文献   

Earthquake‐induced structural response output‐only identification by two different Operational Modal Analysis techniques          下载免费PDF全文

Fabio Pioldi  Egidio Rizzi 《地震工程与结构动力学》2018,47(1):257-264

Output‐only system identification is developed here towards assessing current modal dynamic properties of buildings under seismic excitation. Earthquake‐induced structural response signals are adopted as input channels for two different Operational Modal Analysis (OMA) techniques, namely, a refined Frequency Domain Decomposition (rFDD) algorithm and an improved Data‐Driven Stochastic Subspace Identification (SSI‐DATA) procedure. Despite that short‐duration, non‐stationary, earthquake‐induced structural response signals shall not fulfil traditional OMA assumptions, these implementations are specifically formulated to operate with seismic responses and simultaneous heavy damping (in terms of identification challenge), for a consistent estimation of natural frequencies, mode shapes, and modal damping ratios. A linear ten‐storey frame structure under a set of ten selected earthquake base‐excitation instances is numerically simulated, by comparing the results from the two identification methods. According to this study, best up‐to‐date, reinterpreted OMA techniques may effectively be used to characterize the current dynamic behaviour of buildings, thus allowing for potential Structural Health Monitoring approaches in the Earthquake Engineering range.  相似文献   

供给侧改革与科技创新耦合助推西藏渔业资源养护   总被引：4，自引：0，他引：4  

刘海平  牟振波  蔡斌  李宝海  张忭忭  周建设  张驰  潘瑛子  陈美群 《湖泊科学》2018,30(1):266-278

由于西藏生态环境脆弱、生态系统结构简单、生产力低下以及高原鱼类生长缓慢、资源补充周期长、对生境高度适应和依赖等特点,高原水域水生生态更容易受到外界的影响.尤其近几十年以来,外来鱼类入侵、水电水利设施的兴建、过度捕捞、水质环境恶化,导致162种青藏高原鱼类中,处于极危、濒危、易危或野外绝灭鱼类就有35种,超过了20%,在雅鲁藏布江中游,常见的6种裂腹鱼类中,有3种鱼类处于濒危状态,因此推动西藏渔业资源养护刻不容缓.供给侧改革和科技创新,将为西藏渔业资源养护注入新的活力.通过科学引导放生行为,规范和加强增殖放流行为,积累和推广本土鱼类繁育技术,密切关注西藏水生态系统,将会推动西藏渔业资源养护工作迈上一个新台阶,也会助推西藏"精准扶贫"进程.  相似文献   

Dynamics of rocking podium structures          下载免费PDF全文

J.A. Bachmann  M.F. Vassiliou  B. Stojadinović 《地震工程与结构动力学》2017,46(14):2499-2517

A rocking podium structure is a class of structures consisting of a superstructure placed on top of a rigid slab supported by free‐standing columns. The free‐standing columns respond to sufficiently strong ground motion excitation by uplifting and rocking. Uplift works as a mechanical fuse that limits the forces transmitted to the superstructure, while rocking enables large lateral displacements. Such ‘soft‐story’ system runs counter to the modern seismic design philosophy but has been used to construct several hundred buildings in countries of the former USSR following Polyakov's rule‐of‐thumb guidelines: (i) that the superstructure behave as a rigid body and (ii) that the maximum lateral displacement of the rocking podium frame be estimated using elastic earthquake displacement response spectra. The objectives of this paper are to present a dynamic model for analysis of the in‐plane seismic response of rocking podium structures and to investigate if Polyakov's rule‐of‐thumb guidelines are adequate for the design of such structures. Examination of the rocking podium structure response to analytical pulse and recorded ground motion excitations shows that the rocking podium structures are stable and that Polyakov's rule‐of‐thumb guidelines produce generally conservative designs. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Concentrated, ‘pulsed’ axial glacier flow: structural glaciological evidence from Kvíárjökull in SE Iceland          下载免费PDF全文

Emrys Phillips  Jez Everest  David J.A. Evans  Andrew Finlayson  Marek Ewertowski  Ailsa Guild  Lee Jones 《地球表面变化过程与地形》2017,42(13):1901-1922

A detailed structural glaciological study carried out on Kvíárjökull in SE Iceland reveals that recent flow within this maritime glacier is concentrated within a narrow corridor located along its central axis. This active corridor is responsible for feeding ice from the accumulation zone on the south‐eastern side of Öræfajökull to the lower reaches of the glacier and resulted in a c. 200 m advance during the winter of 2013–2014 and the formation of a push‐moraine. The corridor comprises a series of lobes linked by a laterally continuous zone of highly fractured ice characterised by prominent flow‐parallel crevasses, separated by shear zones. The lobes form highly crevassed topographic highs on the glacier surface and occur immediately down‐ice of marked constrictions caused by prominent bedrock outcrops located on the northern side of the glacier. Close to the frontal margin of Kvíárjökull, the southern side of the glacier is relatively smooth and pock‐marked by a number of large moulins. The boundary between this slow moving ice and the active corridor is marked by a number of ice flow‐parallel strike‐slip faults and a prominent dextral shear zone which resulted in the clockwise rotation and dissection of an ice‐cored esker exposed on the glacier surface. It is suggested that this concentrated style of glacier flow identified within Kvíárjökull has affinities with the individual flow units which operate within pulsing or surging glaciers. © 2017 The Authors Earth Surface Processes and Landforms © 2017 John Wiley & Sons, Ltd.  相似文献   

Shake table tests of unattached,asymmetric, dual‐body systems          下载免费PDF全文

C. E. Wittich  T. C. Hutchinson 《地震工程与结构动力学》2017,46(9):1391-1410

Systems of unattached, or freestanding, structures are highly vulnerable to damage and/or collapse during an earthquake, as evidenced during numerous past events. This class of structural system includes statue–pedestal systems, multidrum columns, radiation shields, unreinforced masonry walls, and other mechanical and electrical equipment. While a number of studies have analyzed the response of the single rocking block, very few have tested the response of multiple block systems subjected to earthquakes. Therefore, this paper details an extensive shake table testing campaign in which the seismic response of a pair of stiff, unattached blocks, herein referred to as a dual‐body system, was evaluated. Experimental variables include the geometry, including asymmetry, of both top (tower) and bottom (pedestal) bodies, input motion, and the coefficient of friction beneath the system. Furthermore, the tower structures were tested both in dual‐body configurations as well as in single‐body configurations allowing an understanding of the effect of the pedestal. The tests indicate that the presence of a pedestal increases the likelihood of collapse and amplitude of rocking demands, in general. However, certain geometric and interface combinations yield a more stable tower in a dual‐body configuration compared to a single‐body configuration, because of the dependence of the pedestal response on the geometry of the tower. Furthermore, a low‐friction interface beneath the pedestal reduces demands on the tower. However, this low‐friction interface may still transfer long‐period contributions of the input motion to the tower, which may be detrimental to its response. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

新疆东准噶尔南明水东蚀变岩型金矿床地质特征、控矿因素和找矿标志          下载免费PDF全文

梁孝伟  王雪杰  毛红伟  丁威成  梁东 《地质找矿论丛》2022,37(1):1-7

在野外地质调查的基础上,对新疆东准噶尔南明东金矿床的矿床地质特征、成因类型、控矿因素、找矿标志以及下一步找矿方向进行了综合研究,认为该矿床为中低温热液蚀变岩型金矿床,受韧-脆性剪切带、地层建造和热液活动的多重控制。矿区地质环境复杂,地表蚀变带规模较大,深部尚未完全控制,具有较好的找矿前景。南明水组的层间断裂、褶皱交汇部位是成矿的有利地段。  相似文献   

四川兴文5.7级地震烈度评定及结构震害简析     

格桑扎西  何玉林  毛利  赵晶 《四川地震》2019,(3):42-46

四川兴文5.7级地震共致宜宾市兴文县、珙县和长宁县3个县22个乡镇受灾,震区抗震设防烈度为Ⅵ度。震区主要建筑物结构类型为框架结构、砖混结构、砖木结构和土木结构,大多数房屋没有经过抗震设防加固,抗震性能一般。通过对震区3个县68个抽样点的调查,发现框架结构和设防砖混结构在此次地震中表现出了良好的抗震性能。同时对不同结构类型房屋的构造方式、分布情况和震害特点进行了分析,并针对不同的震害特征,为今后该地区的灾后恢复重建和防震减灾工作提出了对策建议。  相似文献   

考虑地震动持时效应的输电塔-线体系响应研究          下载免费PDF全文

盖霞  田利  马瑞升  潘海洋 《世界地震工程》2019,35(4):229-237

研究了地震动持时效应对输电塔-线体系动力响应的影响。基于能量持时的定义方法,选取了一组包括20条长持时和20条短持时的地震动作为输入。地震动调幅至0.2g和1.2g来分别研究地震动持时效应对结构弹性和塑性响应的影响,并选取输电塔的塔顶峰值加速度、位移、主材应力以及节间位移角作为评价指标。结果表明:地震动持时效应对所选取的评价指标具有不同的影响规律,在输电塔-线体系动力响应研究中持时效应不容忽视。可以为输电塔的抗震设计提供有益的参考。  相似文献