静力弹塑性分析(Pushover Analysis)的基本原理和计算实例   总被引：86，自引：3，他引：86  

汪大绥  贺军利  张凤新 《世界地震工程》2004,20(1):45-53

阐述了美国两本手册FEMA273／274和ATC-40中关于静力弹塑性分析的基本原理和方法，给出了利用ETABS程序进行适合我国地震烈度分析的计算步骤，并用一框剪结构示例予以说明，表明Pushover方法是目前对结构进行在罕遇地震作用下弹塑性分析的有效方法。  相似文献   

Seismic performance evaluation of steel arch bridges against major earthquakes. Part 1: dynamic analysis approach     

Tsutomu Usami  Zhihao Lu  Hanbin Ge  Takeshi Kono 《地震工程与结构动力学》2004,33(14):1337-1354

In this study the inelastic behavior of steel arch bridges subjected to strong ground motions from major earthquakes is investigated by dynamic analyses of a typical steel arch bridge using a three‐dimensional (3D) analytical model, since checking seismic performance against severe earthquakes is not usually performed when designing such kinds of bridge. The bridge considered is an upper‐deck steel arch bridge having a reinforced concrete (RC) deck, steel I‐section girders and steel arch ribs. The input ground motions are accelerograms which are modified ground motions based on the records from the 1995 Hyogoken‐Nanbu earthquake. Both the longitudinal and transverse dynamic characteristics of the bridge are studied by investigation of time‐history responses of the main parameters. It is found that seismic responses are small when subjected to the longitudinal excitation, but significantly large under the transverse ground motion due to plasticization formed in some segments such as arch rib ends and side pier bases where axial force levels are very high. Finally, a seismic performance evaluation method based on the response strain index is proposed for such steel bridge structures. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Stability and accuracy analysis of the central difference method for real‐time substructure testing     

B. Wu  H. Bao  J. Ou  S. Tian 《地震工程与结构动力学》2005,34(7):705-718

The central difference method (CDM) that is explicit for pseudo‐dynamic testing is also believed to be explicit for real‐time substructure testing (RST). However, to obtain the correct velocity dependent restoring force of the physical substructure being tested, the target velocity is required to be calculated as well as the displacement. The standard CDM provides only explicit target displacement but not explicit target velocity. This paper investigates the required modification of the standard central difference method when applied to RST and analyzes the stability and accuracy of the modified CDM for RST. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information     

Dimitrios Vamvatsikos  C. Allin Cornell 《地震工程与结构动力学》2005,34(13):1573-1600

Scalar and vector intensity measures are developed for the efficient estimation of limit‐state capacities through incremental dynamic analysis (IDA) by exploiting the elastic spectral shape of individual records. IDA is a powerful analysis method that involves subjecting a structural model to several ground motion records, each scaled to multiple levels of intensity (measured by the intensity measure or IM), thus producing curves of structural response parameterized by the IM on top of which limit‐states can be defined and corresponding capacities can be calculated. When traditional IMs are used, such as the peak ground acceleration or the first‐mode spectral acceleration, the IM‐values of the capacities can display large record‐to‐record variability, forcing the use of many records to achieve reliable results. By using single optimal spectral values as well as vectors and scalar combinations of them on three multistorey buildings significant dispersion reductions are realized. Furthermore, IDA is extended to vector IMs, resulting in intricate fractile IDA surfaces. The results reveal the most influential spectral regions/periods for each limit‐state and building, illustrating the evolution of such periods as the seismic intensity and the structural response increase towards global collapse. The ordinates of the elastic spectrum and the spectral shape of each individual record are found to significantly influence the seismic performance and they are shown to provide promising candidates for highly efficient IMs. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

Contesting ‘Local’ Commemoration of the Second World War: the case of the Changi Chapel and Museum in Singapore     

Hamzah Muzaini  Brenda S. A. Yeoh 《The Australian geographer》2005,36(1):1-17

This paper concerns the performance of national war memory at the Changi Chapel and Museum, a site honouring the many prisoners interned in Japanese-Occupied Singapore—especially at Changi—during the Second World War. In the light of the global nature of ‘the Changi story’, and the predominantly transnational nature of its present in situ memorialisation, we first examine how the Singapore state has sought to ‘localise’ the site to make it equally appealing to Singaporeans, as a place where a sense of their ‘shared history’ may be invoked. We then explore the Singaporeans' views about the site and its reconfiguration as a national icon, arguing how the state's task of ‘localising’ the site has been a vexed process due to myriad factors such as ethnic and religious plurality, and the already foreign-centric bias of prevailing knowledge about Changi. Following that, we show how this performance of national memory is also inflected by Australia's national remembrance of the same event. More broadly, we highlight the contested process of ‘localising’ such war memoryscapes as national iconography, suggesting how it may be more fruitful to conceive them as ‘international memoryscapes’, or places to which all individuals can relate regardless of race or national affiliations.  相似文献   

Electromagnetic Radiation from Rock During Uniaxial Compression Testing: The Effects of Rock Characteristics and Test Conditions   总被引：3，自引：0，他引：3  

K. Fukui  S. Okubo  T. Terashima 《Rock Mechanics and Rock Engineering》2005,38(5):411-423

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Mechanism of loading on plates due to explosive detonation     

W. L. Fourney  U. Leiste  R. Bonenberger  D. J. Goodings 《Fragblast: International Journal for Blasting and Fragmentation》2005,9(4):205-217

This paper investigates the various mechanisms and parameters that are responsible for delivering impulse to a vehicle that is unfortunate enough to detonate a buried mine. Small scale tests are used to examine the effects of air blast or ejected sand in imparting impulse to a plate that is located above the surface of the saturated soil that contains the explosive. Parameters such as confinement, stand off distance, depth of burial of the explosive, density of the soil, and saturation level of the soil are also examined.  相似文献   

高性能计算技术在气象领域的应用   总被引：3，自引：2，他引：1       下载免费PDF全文

赵立成  沈文海  肖华东  王彬  孙婧  魏敏  李娟  沈瑜 《应用气象学报》2016,27(5):550-558

高性能计算通过应用超级计算机与并行处理技术解决复杂的计算问题,是信息技术发展比较迅猛的领域之一。气象应用始终是高性能计算的重要领域,高性能计算技术有效地解决了高分辨率、高精度气象数值预报模式发展限制,在气象预报预测业务中发挥着核心支撑作用。数十年以来,由于数值天气模式研究和业务运行对计算资源的强烈需求,国内外气象领域高性能计算机及应用迅速发展起来。气象领域对高性能计算能力及系统的可靠性需求日益提升。高性能计算技术将与气象预报应用日益融合,相互影响促进,不断创新发展。为满足气象预报预测业务和科研工作需求,中国气象部门将进一步提升高性能计算能力,并致力于优化集约高性能计算系统布局,高效管理计算资源,发挥最大效益。  相似文献   

月动力延伸预报500hPa高度场检验及其在重庆月气候预测中降尺度应用   总被引：1，自引：0，他引：1  

唐红玉  董新宁  周秀华  覃志年 《沙漠与绿洲气象(新疆气象)》2016,10(3):1-8

根据2015年国家气候中心实时下发的第二代月动力延伸模式(DERF2.0)逐日资料和历史回算资料,统计构建不同时间起报的月500hPa高度场格点数据序列,针对重庆2月气温和8月降水量方差和预测难度较大的事实,分别分析2010-2014年逐年1月和7月16日、21日、26日、31日起报的2月和8月500hPa高度场预报场与同期NCEP资料实况场的分布型,结果表明：预测效果低纬好于中高纬,8月总体好于2月;基于上述滚动的500hPa预报场,试验了4个关键区和5种统计降尺度方法,对重庆2010-2015年2月气温和2010-2014年8月降水量进行回报预测和检验结果表明,16日起报的模式场对2月气温有较好的参考价值,配合最好的关键区为本区上空,而降尺度方案中Lamb方法效果最佳,二者结合的预测效果最好;8月降水回报检验表明,虽然8月降水预测效果不如2月气温,但在预测关键区取自定义关键区时,车氏方法的降尺度方案预测效果相对较好。  相似文献   

新型抗高温二次交联凝胶堵漏材料的研制          下载免费PDF全文

胡子乔  刘四海  张金成  李大奇  褚奇 《探矿工程》2016,43(7):103-106

针对普通凝胶抗温能力较差难以适用于高温地层堵漏作业的问题,通过设计合成抗高温凝胶主剂GN-1并运用二次交联技术,研发了新型抗高温凝胶堵漏材料。优选配方为：淡水+1.5%GN-1+0.15%地面交联剂+1%井下交联剂+0.2%抗氧化剂。通过热滚老化与高温流变测试相结合的手段对凝胶抗温能力进行评价。结果表明,该凝胶材料具有良好的热稳定性,在180 ℃下老化24 h后,7.34 s-1下剪切粘度＞10000 mPa?s。大幅加重后180 ℃老化24 h仍能保持较好的粘弹性。此外还考察了不同温度和pH值下的成胶性能以及与聚磺钻井液体系的配伍性,为抗高温凝胶堵漏材料在现场的应用奠定基础。  相似文献