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In the new trend of seismic design methodology, the static pushover analysis is recommended for simple or regular structures whilst the time‐history analysis is recommended for complex structures. To this end, the applicable range of the pushover analysis has to be clarified. This study aims at investigating the applicability of pushover analysis to multi‐span continuous bridge systems with thin‐walled steel piers. The focus is concentrated on the response demand predictions in longitudinal or transverse directions. The pushover analysis procedure for such structures is firstly summarized and then parametric studies are carried out on bridges with different types of superstructure‐pier bearing connections. The considered parameters, such as piers' stiffness distribution and pier–0.5ptdeck stiffness ratio, are varied to cover both regular and irregular structures. Finally, the relation of the applicability of pushover analysis to different structural formats is demonstrated and a criterion based on the higher modal contribution is proposed to quantitatively specify the applicable range. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
43.
Riverbanks along the Arno River have been investigated with the aims of de?ning the main mechanisms of failure and retreat, their spatial distribution, and their causes. Geomorphological aspects were investigated by a reconnaissance of riverbank processes, for a number (26) of representative sites. Laboratory and in situ tests were then performed on a selected number of riverbanks (15). Based on the material characteristics, six main typologies of riverbanks have been de?ned, with homogeneous ?ne‐grained and composite banks representing the most frequent types. Slab‐type failures are the most frequent mechanism observed on ?ne‐grained banks, while cantilever failures prevail on composite banks. The role of river stage and related pore water pressure distributions in triggering the main observed mechanisms of failure has been investigated using two different types of stability analysis. The ?rst was conducted for 15 riverbanks, using the limit equilibrium method and considering simpli?ed hypotheses for pore water pressure distribution (annulment of negative pore pressures in the portion of the bank between low water stage and peak stage). Stability conditions and predicted mechanisms of failure are shown to be in reasonably good agreement with ?eld observations. Three riverbanks, representative of the main alluvial reaches of the river, were then selected for a more detailed bank stability analysis, consisting of: (a) de?nition of characteristic hydrographs of the reach with different return periods; (b) modelling of saturated and unsaturated ?ow using ?nite element seepage analysis; and (c) stability analysis with the limit equilibrium method, by adopting pore water pressure values derived from the seepage analysis. The results are compared to those obtained from the previous simpli?ed analysis, and are used to investigate the different responses, in terms of stability, to different hydrological and riverbank conditions. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
44.
To determine periods of incremental landslide movement and their possible relationship to regional seismic events, the tree-ring records of 32 tilted and damaged conifers at three sites on landslides in the Gravelly Range of southwestern Montana were examined. Several signs of disturbance in the tree-ring record indicating landslide movement were observed. Commonly, the tree-ring record displayed a marked reduction in annual ring width and/or the reaction wood formation. The tree-ring records from the three landslide sites indicate multiple periods of movement during the 20th century. Many of the periods of movement indicated by the strongest signals (most trees) at the sites occurred the year following significant earthquakes in the region. Those seismic events for which evidence in the tree-ring record was found at one or more of the three sites are the 1983 Borah Peak, 1959 Hebgen Lake, 1935 Helena, 1925 Clarkson, and 1908 Virginia City earthquakes. This study suggests that many of the landslide movements were triggered by, or are coincident with, earthquakes as much as 200 km from the study area. 相似文献
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基于自平衡力的弹塑性动力反应分析方法 总被引:1,自引:3,他引:1
本文给出了一个基于自平衡力的弹塑性结构动力反应分析的新方法,详细叙述了方法的原理和过程,并对用改进的Takeda滞变模型描述的梁单元框架结构给出了具体的分析方法。这个方法与传统的方法不同,在分析中不必修正结构的刚度矩阵,而代之以计算代表塑性铰变形引起的应力重分布的动力自平衡力,因而大大地节省了计算机时,最后通过算例对本文方法进行了验证。 相似文献
47.
城市化对北京平均气温的影响 总被引:40,自引:2,他引:40
本文利用北京(观象台)及周围几个气象台站月平均气温资料,滑动平均后,采用主成分分析方法,再进行倾向性分析,探讨了北京城市化对气平均气温的影响,估算对北京(观象台)气温记录的影响约为0.21℃/33a推断市中心二环路以内强烈地影响。 相似文献
48.
砷的仪器分析方法新进展 总被引:2,自引:0,他引:2
砷是自然界中广泛存在的一种物质在工业,农业,医药等方面应用很广。笔者着重介绍了近几个来砷的仪器分析方法新进展,主要有光度法,电化学法,原子吸收法等。 相似文献
49.
小波分析在地质分形科学中的应用前景 总被引:1,自引:0,他引:1
在概述小波分析在分形研究中的应用原理及在分形构造与结构分析中的一些进展基础上,展望了小波分析在地质分形科学中的应用前景。 相似文献
50.
Li ZhongInstitute of Geology Chinese Academy of Sciences Beijing Sun YongchuanDepartment of Petroleum Geology China University of Geosciences Wuhan 《中国地质大学学报(英文版)》1997,(1)
ReservoirDiagenesisSequenceandFrameworkinIntracontinentRiftBasin,EastChina*LiZhongInstituteofGeology,ChineseAcademyofSciences... 相似文献