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Effects of structural characterizations on fragility functions of bridges subject to seismic shaking and lateral spreading 被引量:6
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作者 Scott J.Brandenberg Pirooz Kashighandi 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2008年第4期369-382,共14页
This paper evaluates the seismic vulnerability of different classes of typical bridges in California when subjected to seismic shaking or liquefaction-induced lateral spreading. The detailed structural configurations ... This paper evaluates the seismic vulnerability of different classes of typical bridges in California when subjected to seismic shaking or liquefaction-induced lateral spreading. The detailed structural configurations in terms of superstructure type, connection, continuity at support and foundation type, etc. render different damage resistant capability. Six classes of bridges are established based on their anticipated failure mechanisms under earthquake shaking. The numerical models that are capable of simulating the complex soil-structure interaction effects, nonlinear behavior of columns and connections are developed for each bridge class. The dynamic responses are obtained using nonlinear time history analyses for a suite of 250 earthquake motions with increasing intensity. An equivalent static analysis procedure is also implemented to evaluate the vulnerability of the bridges when subjected to liquefaction-induced lateral spreading. Fragility functions for each bridge class are derived and compared for both seismic shaking (based on nonlinear dynamic analyses) and lateral spreading (based on equivalent static analyses) for different performance states. The study finds that the fragility functions due to either ground shaking or lateral spreading show significant correlation with the structural characterizations, but differences emerge for ground shaking and lateral spreading conditions. Structural properties that will mostly affect the bridges' damage resistant capacity are also identified. 展开更多
关键词 fragility functions bridge seismic response LIQUEFACTION lateral spreading structural characterization
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Phase spectrum estimation of the seismic wavelet based on a criterion function 被引量:4
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作者 Yu Yongcai Wang Shangxu +1 位作者 Yuan Sanyi Qi Pengfei 《Petroleum Science》 SCIE CAS CSCD 2012年第2期170-181,共12页
Phase spectrum estimation of the seismic wavelet is an important issue in high-resolution seismic data processing and interpretation. On the basis of two patterns of constant-phase rotation and root transform for wave... Phase spectrum estimation of the seismic wavelet is an important issue in high-resolution seismic data processing and interpretation. On the basis of two patterns of constant-phase rotation and root transform for wavelet phase spectrum variation, we introduce six sparse criteria, including Lu’s improved kurtosis criterion, the parsimony criterion, exponential transform criterion, Sech criterion, Cauchy criterion, and the modified Cauchy criterion, to phase spectrum estimation of the seismic wavelet, obtaining an equivalent effect to the kurtosis criterion. Through numerical experiments, we find that when the reflectivity is not a sparse sequence, the estimated phase spectrum of the seismic wavelet based on the criterion function will deviate from the true value. In order to eliminate the influence of non-sparse reflectivity series in a single trace, we apply the method to the multi-trace seismogram, improving the accuracy of seismic wavelet phase spectrum estimation. 展开更多
关键词 seismic wavelet phase spectrum criterion function SPARSE
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Copula joint function and its application in probability seismic hazard analysis
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作者 李彦恒 史保平 张健 《Acta Seismologica Sinica(English Edition)》 CSCD 2008年第3期296-305,332,共11页
A mature mathematical technique called copula joint function is introduced in this paper, which is commonly used in the financial risk analysis to estimate uncertainty. The joint function is generalized to the n-dimen... A mature mathematical technique called copula joint function is introduced in this paper, which is commonly used in the financial risk analysis to estimate uncertainty. The joint function is generalized to the n-dimensional Frank’s copula. In addition, we adopt two attenuation models proposed by YU and Boore et al, respectively, and construct a two-dimensional copula joint probabilistic function as an example to illustrate the uncertainty treatment at low probability. The results show that copula joint function gives us a better prediction of peak ground motion than that resultant from the simple linear weight technique which is commonly used in the traditional logic-tree treatment of model uncertainties. In light of widespread application in the risk analysis from financial investment to insurance assessment, we believe that the copula-based technique will have a potential application in the seismic hazard analysis. 展开更多
关键词 UNCERTAINTY copula function seismic hazard analysis attenuation model lognormal distribution
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Seismic interferometry and estimation of the Green's function using Gaussian beams
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作者 Robert L. Nowack 《Earthquake Science》 CSCD 2010年第5期417-424,共8页
This study investigates seismic interferometry in which the Green's function is estimated between two receiv- ers by cross-correlation and integration over sources. For smoothly varying source strengths, the dominant... This study investigates seismic interferometry in which the Green's function is estimated between two receiv- ers by cross-correlation and integration over sources. For smoothly varying source strengths, the dominant contributions of the correlation integral come from the stationary phase directions in the forward and backward directions from the alignment of the two receivers. Gaussian beams can be used to evaluate the correlation integral and concentrate the amplitudes in a vicinity of the stationary phase regions instead of completely relying on phase interference. Several numerical examples are shown to illustrate how this process works. The use of Gaussian beams for the evaluation of the correlation integral results in stable estimates, and also provides physical insight into the estimation of the Green's function based on seismic interferometry. 展开更多
关键词 seismic interferometry Gaussian beams Green's function
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Seismic Data Recovery with Curvelet Bivariate Shrinkage Function Based on Compressed Sensing
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作者 Yah Zhang Weijian Ren +1 位作者 Guowei Tang Can Zhao 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2018年第5期86-96,共11页
Recovery of under-sampled seismic data is a critical problem,in oil and gas exploration,therefore recovery algorithms with iterative shrinkage based on compressed sensing have been recently proposed. However most of t... Recovery of under-sampled seismic data is a critical problem,in oil and gas exploration,therefore recovery algorithms with iterative shrinkage based on compressed sensing have been recently proposed. However most of these algorithms usually adopt a soft shrinkage function,which assumes that all of the sparse coefficients are independent of each other in curvelet or other domains,little attention has so far been devoted to the inter-dependencies of coefficients. In this paper,the dependencies of parent-child curvelet coefficients of seismic data are exploited by Bayesian estimation,moreover the new seismic data recovery algorithm via curvelet-based bivariate shrinkage function is proposed. First the respective parent-child curvelet coefficients joint distribution models of fully-sampled seismic data and noise signal caused by missing traces are established,then the bivariate shrinkage function according to the Bayesian maximum posterior probability estimation is obtained,finally the Landweber iterative shrinkage algorithm is used in the recovery process.When compared with existing recovery algorithms,it is proved that the proposed algorithm can obtain higher PSNR performance,and maintains the texture details better in events of seismic data 展开更多
关键词 seismic data RECOVERY compressed sensing iterative SHRINKAGE BIVARIATE SHRINKAGE function
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青藏高原东北缘地壳厚度及其动力学启示
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作者 宋向辉 潘素珍 +2 位作者 高占永 宋佳佳 王亮 《地球物理学报》 北大核心 2026年第1期127-142,共16页
青藏高原地壳向北东方向扩展增厚的方式是目前青藏高原东北缘构造变形研究的热点.本文综合青藏高原东北缘地区人工地震测深与天然地震固定台和流动台接收函数H-κ扫描叠加得到的地壳厚度结果,构建了区域地壳厚度模型.本文结果显示,青藏... 青藏高原地壳向北东方向扩展增厚的方式是目前青藏高原东北缘构造变形研究的热点.本文综合青藏高原东北缘地区人工地震测深与天然地震固定台和流动台接收函数H-κ扫描叠加得到的地壳厚度结果,构建了区域地壳厚度模型.本文结果显示,青藏高原东北缘地壳厚度从西南向北东方向逐渐减薄,块体边界带下方地壳厚度变化剧烈,整体以地壳均匀缩短垂向增厚变形为主.但是不同块体又表现出不同的地壳增厚特征,易于发生塑性变形的块体地壳发生整体明显增厚,而强度较高的地块仅在靠近边界附近有一定程度的增厚,局部地区块体边界带下方地壳并未发生明显增厚,甚至还存在地壳减薄的现象,反映了块体强度对地壳挤压缩短垂向增厚变形的影响. 展开更多
关键词 青藏高原东北缘 人工地震测深 接收函数 地壳厚度 垂向均匀缩短增厚
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城市抗震韧性设计理论与方法
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作者 谢礼立 翟长海 +1 位作者 裴顺顺 胡杰 《地震工程与工程振动》 北大核心 2026年第1期1-13,共13页
随着全球城市化的加速推进,城市地震风险防控需求日益凸显。城市防震减灾的重大需求对以工程结构地震安全为核心目标的传统抗震设计理论提出了严峻挑战。目前,城市抗震韧性设计方法在国内外尚处于空白状态。本文概述了抗震设计理论的发... 随着全球城市化的加速推进,城市地震风险防控需求日益凸显。城市防震减灾的重大需求对以工程结构地震安全为核心目标的传统抗震设计理论提出了严峻挑战。目前,城市抗震韧性设计方法在国内外尚处于空白状态。本文概述了抗震设计理论的发展历程,明确了以工程韧性为根本、以制度韧性和社会经济韧性为保障的“一根本、两保障”城市抗震韧性设计构成要素,提出了确保建筑及土木基础设施抗震安全、满足城市震后预定功能、确保城市能够快速恢复的“三目标”城市抗震韧性设计总要求,构建了包括确定城市抗震韧性目标、建筑及土木基础设施结构地震安全设计、城市工程系统震后功能验算、制定震后城市工程系统功能快速恢复的技术与策略、城市制度和经济社会抗震韧性概念设计的“五环节”城市抗震韧性设计步骤,实现了“建筑及土木基础设施-工程系统-城市系统”在韧性目标、震后功能及恢复过程三方面的协同,建立了城市抗震韧性设计理论与方法,阐明了基于抗震韧性的城市抗震设计与基于性态的结构抗震设计之间的关联,从而为实现城市抗震韧性的总目标奠定了科学与技术的基础。该设计方法为从保障建筑及单体设施结构抗震安全,向保障工程系统和城市系统震后功能及快速恢复的防灾范式转变提供理论和技术支撑,也为地震安全韧性城市的构建提供了可行途径。 展开更多
关键词 城市系统 基于韧性的城市抗震设计理论 抗震韧性目标 震后功能验算 快速恢复技术和策略 地震安全韧性城市构建
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一种基于地震振幅属性预测砂岩厚度的误差校正方法
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作者 马洪涛 牛会玲 +3 位作者 王伟明 高晓林 张旭 何幼娟 《石油地质与工程》 2026年第1期115-120,128,共7页
随着油气勘探开发目标向岩性、地层等隐蔽性油气藏领域拓展,砂岩储层厚度的精确预测已成为油气勘探开发的关键环节,也是油气藏勘探开发领域的核心目标之一。历经业界数十年技术发展与实践应用,已逐渐形成地震属性分析、地震反演、AVO分... 随着油气勘探开发目标向岩性、地层等隐蔽性油气藏领域拓展,砂岩储层厚度的精确预测已成为油气勘探开发的关键环节,也是油气藏勘探开发领域的核心目标之一。历经业界数十年技术发展与实践应用,已逐渐形成地震属性分析、地震反演、AVO分析等三大类基于地震资料的砂岩储层研究技术方法;近年来,随着机器学习技术的兴起,研究者也开始探索人工智能技术在储层预测中的创新应用。然而,地震振幅属性预测砂岩储层分布作为经典预测技术之一,仍被广泛应用,且在如河道砂体等特定地质条件下展现出显著优势。同时,传统地震振幅属性预测方法存在固有局限性,具体表现在仅能精确预测调谐厚度附近的储层,对与调谐厚度相差较大的薄层或厚层预测均存在一定甚至较大误差,尤其针对薄砂岩储层。通过研究,提出一种统计地震振幅属性预测砂岩厚度与多井实钻厚度间的差值,基于该差值与实钻厚度建立误差函数,利用该误差函数校正地震振幅属性预测结果的方法。实际资料应用表明,该方法可显著提高薄砂岩储层厚度预测精度,为勘探目标优选及开发井部署提供更可靠的依据。 展开更多
关键词 地震振幅属性 砂岩厚度 调谐厚度 薄层 预测 误差函数 校正
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高烈度设防地区某新建大学减震设计策略
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作者 孙钦军 《科学技术创新》 2026年第4期171-175,共5页
高烈度设防地区新建大学属于《基于保持建筑正常使用功能的抗震技术导则》RISN-TG046-2023中地震时正常使用的Ⅱ类建筑,需采用减震技术。本文对智慧运营保障中心(三层建筑),有针对性地进行钢筋混凝土钢筋混凝土框架+BRB+VFD、钢筋混凝... 高烈度设防地区新建大学属于《基于保持建筑正常使用功能的抗震技术导则》RISN-TG046-2023中地震时正常使用的Ⅱ类建筑,需采用减震技术。本文对智慧运营保障中心(三层建筑),有针对性地进行钢筋混凝土钢筋混凝土框架+BRB+VFD、钢筋混凝土框架剪力墙+VFD、钢框架+VFD、钢框架+BRB+VFD多结构方案对比分析,提出合理减震设计策略。 展开更多
关键词 高烈度设防地区 新建大学 正常使用 减隔震 设计策略
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水域下埋隧道的凸形场区SV波散射地震差动及桥梁非线性响应
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作者 李鑫洋 柳国环 陈志超 《振动工程学报》 北大核心 2026年第1期215-226,共12页
开展并实现基于SV波散射理论的隧道和其上覆水凸形场区多点地震动模拟,研究相干模型、地貌及隧道埋深对地震动以及长大桥梁非线性响应的影响。基于区域分解及波动理论,求解场地SV波散射理论解(获得传递函数)并获得自功率谱;基于传递函... 开展并实现基于SV波散射理论的隧道和其上覆水凸形场区多点地震动模拟,研究相干模型、地貌及隧道埋深对地震动以及长大桥梁非线性响应的影响。基于区域分解及波动理论,求解场地SV波散射理论解(获得传递函数)并获得自功率谱;基于传递函数和覆水相干模型得到互功率谱,由此集成地下功率谱矩阵;生成多点相干地震动并从物理本质揭示场地特征对其产生的影响;将覆水凸起-隧道场地激发的地震动视作“自由场”,采用自编人工边界程序精准输入到土-连续刚构桥有限元模型,探究了覆水相干、埋置隧道及地形效应对结构的影响。结果显示:与传统相干函数相比,覆水相干函数降低了水域场地多点地震动幅值但增大了其空间变异性,导致结构响应存在差异;隧道位置显著改变SV波散射场,导致浅埋隧道地下多点地震动差异性及幅值提升,结构位移及应力峰值普遍大于深埋情况;地形效应改变了桥梁破坏模式。地表输入放大了结构响应且破坏时间早于地下多点激励,钢筋更早进入非线性反应阶段。场地覆水、隧道埋深及地形对桥梁地震响应的影响不容忽视,应当予以考虑以免误估结构响应。 展开更多
关键词 地下多点地震动 隧道埋深 桥梁工程 覆水相干函数 非线性响应
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S-wave velocity structure beneath Changbaishan volcano inferred from receiver function 被引量:6
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作者 Jianping Wu Yuehong Ming Lihua Fang Weilai Wang 《Earthquake Science》 CSCD 2009年第4期409-416,共8页
The S wave velocity structure in Changbaishan volcanic region was obtained from teleseismic receiver function modeling. The results show that there exist distinct low velocity layers in crust in volcano area. Beneath ... The S wave velocity structure in Changbaishan volcanic region was obtained from teleseismic receiver function modeling. The results show that there exist distinct low velocity layers in crust in volcano area. Beneath WQD station near to the Tianchi caldera the low velocity layer at 8 km depth is 20 km thick with the lowest S-wave velocity about 2.2 km/s At EDO station located 50 km north of Tianchi caldera, no obvious crustal low velocity layer is detected. In the volcanic region, the thickness of crustal low velocity layer is greater and the lowest velocity is more obvious with the distance shorter to the caldera. It indicates the existence of the high temperature material or magma reservoir in crust near the Tianchi caldera. The receiver functions and inversion result from different back azimuths at CBS permanent seismic station show that the thickness of near surface low velocity layer and Moho depth change with directions. The near surface low velocity layer is obviously thicker in south direction. The Moho depth shows slight uplifting in the direction of the caldera located. We con- sider that the special near surface velocity structure is the main cause of relatively lower prominent frequency of volcanic earthquake waveforms recorded by CBS station. The slight uplifting of Moho beneath Tianchi caldera indicates there is a material exchanging channel between upper mantle and magma reservoir in crust. 展开更多
关键词 CHANGBAISHAN VOLCANO seismic velocity structure receiver function
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Time-variant fragility analysis of the bridge system considering time-varying dependence among typical component seismic demands 被引量:10
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作者 Song Shuai Qian Yongjiu +2 位作者 Liu Jing Xie Xiaorui Wu Gang 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2019年第2期363-377,共15页
This paper presents a copula technique to develop time-variant seismic fragility curves for corroded bridges at the system level and considers the realistic time-varying dependence among component seismic demands. Bas... This paper presents a copula technique to develop time-variant seismic fragility curves for corroded bridges at the system level and considers the realistic time-varying dependence among component seismic demands. Based on material deterioration mechanisms and incremental dynamic analysis, the time-evolving seismic demands of components were obtained in the form of marginal probability distributions. The time-varying dependences among bridge components were then captured with the best fitting copula function, which was selected from the commonly used copula classes by the empirical distribution based analysis method. The system time-variant fragility curves at different damage states were developed and the effects of time-varying dependences among components on the bridge system fragility were investigated. The results indicate the time-varying dependence among components significantly affects the time-variant fragility of the bridge system. The copula technique captures the nonlinear dependence among component seismic demands accurately and easily by separating the marginal distributions and the dependence among them. 展开更多
关键词 system FRAGILITY CHLORIDE corrosion TIME-VARYING DEPENDENCE COPULA function probabilistic seismic demand
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Dynamic Method of Seismic Casualty Assessment 被引量:2
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作者 ZhaoZhendong ZhengXiangyuan +1 位作者 ZhongJiangrong YuShizhou 《Earthquake Research in China》 2003年第3期274-285,共12页
The concept of Initial Casualty Matrix is introduced. Using some probability distribution functions, the initial casualty matrix of masonry is determined. The dynamic method of seismic casualty assessment is establish... The concept of Initial Casualty Matrix is introduced. Using some probability distribution functions, the initial casualty matrix of masonry is determined. The dynamic method of seismic casualty assessment is established and then applied to the Tangshan earthquake data, with some conclusions drawn. 展开更多
关键词 Trap surroundings Initial casualty matrix State function of seismic casualty Dynamic method
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Comparison of ground truth location of earthquake from InSAR and from ambient seismic noise: A case study of the 1998 Zhangbei earthquake 被引量:9
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作者 Jun Xie Xiangfang Zeng +1 位作者 Weiwen Chen Zhongwen Zhan 《Earthquake Science》 CSCD 2011年第2期239-247,共9页
Because ambient seismic noise provides estimated Green’s function (EGF) between two sites with high accuracy, Rayleigh wave propagation along the path connecting the two sites is well resolved. Therefore, earthquak... Because ambient seismic noise provides estimated Green’s function (EGF) between two sites with high accuracy, Rayleigh wave propagation along the path connecting the two sites is well resolved. Therefore, earthquakes which are close to one seismic station can be well located with calibration extracting from EGF. We test two algorithms in locating the 1998 Zhangbei earthquake, one algorithm is waveform-based, and the other is traveltime-based. We first compute EGF between station ZHB (a station about 40 km away from the epicenter) and five IC/IRIS stations. With the waveform-based approach, we calculate 1D synthetic single-force Green’s functions between ZHB and other four stations, and obtain traveltime corrections by correlating synthetic Green’s functions with EGFs in period band of 10–30 s. Then we locate the earthquake by minimizing the differential travel times between observed earthquake waveform and the 1D synthetic earthquake waveforms computed with focal mechanism provided by Global CMT after traveltime correction from EGFs. This waveform-based approach yields a location which error is about 13 km away from the location observed with InSAR. With the traveltime-based approach, we begin with measuring group velocity from EGFs as well as group arrival time on observed earthquake waveforms, and then locate the earthquake by minimizing the difference between observed group arrival time and arrival time measured on EGFs. This traveltime-based approach yields accuracy of 3 km, Therefore it is feasible to achieve GT5 (ground truth location with accuracy 5 km) with ambient seismic noises. The less accuracy of the waveform-based approach was mainly caused by uncertainty of focal mechanism. 展开更多
关键词 ambient seismic noise estimated Green’s function ground truth location Rayleigh wave
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Research on Real-time Monitoring of Abnormal Seismic Noise 被引量:1
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作者 Lin Binhua Jin Xing +3 位作者 Liao Shirong Li Jun Huang Linzhu Chen Huifang 《Earthquake Research in China》 CSCD 2016年第2期224-232,共9页
The noise data in vertical component records of 85 seismic stations in Fujian Province during 2012 is used as the research object in this paper. The noise data is divided into fiveminute segments to calculate the powe... The noise data in vertical component records of 85 seismic stations in Fujian Province during 2012 is used as the research object in this paper. The noise data is divided into fiveminute segments to calculate the power spectra. The high reference line and low reference line of station are then identified by drawing a probability density function graph( PDF)using the power spectral probability density function. Moreover, according to the anomalies of PDF graphs in 85 seismic stations,the abnormal noise is divided into four categories: dropped packet, low noise, high noise, and median noise anomalies.Afterwards,four selection methods are found by the high or low noise reference line of the stations,and the system of real-time monitoring of seismic noise is formed by combining the four selection methods. Noise records of 85 seismic stations in Fujian Province in July2013 are selected for verification,and the results show that the anomalous noise-recognition system could reach a 90% success rate at most stations and the effect of selection are very good. Therefore,it could be applied to the seismic noise real-time monitoring in stations. 展开更多
关键词 seismic noise Power spectral density Probability density function Powerspectrum Abnormity Data quality
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短周期密集台阵深部地壳结构探测研究进展 被引量:5
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作者 田小波 沈旭章 +5 位作者 魏运浩 刘震 杨旭松 黄河 张良雨 金睿智 《地球与行星物理论评(中英文)》 2025年第2期131-147,共17页
由于穿透能力强,天然地震接收函数成为壳幔结构探测中最为广泛使用的方法.随着人们对地球内部结构和动力学过程认识程度的提高,台间距相对较大的宽频带台阵已无法满足壳幔结构高分辨率探测的需求.短周期密集台阵采用频率较高的便携式数... 由于穿透能力强,天然地震接收函数成为壳幔结构探测中最为广泛使用的方法.随着人们对地球内部结构和动力学过程认识程度的提高,台间距相对较大的宽频带台阵已无法满足壳幔结构高分辨率探测的需求.短周期密集台阵采用频率较高的便携式数字地震仪,通过百米级台间距的密集观测,可在短时间内(1~2个月)获得大量地震数据.其优势主要表现在三个方面:(1)地壳内射线交叉覆盖好,有利于提高分辨率;(2)射线密集分布,通过相干叠加压制噪声,可实现高频接收函数的成像;(3)观测时间短,效率高.因此,短短几年内,短周期密集台阵已经成为地壳深部结构探测的常规手段之一.本文主要介绍短周期密集台阵深部地壳结构探测的由来,以及通过几个典型的探测实例,展示探测效果及其在不同构造域的应用. 展开更多
关键词 地壳深部结构 短周期密集台阵 接收函数 地震成像
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Equipartitioning is not sufficient for Green's function extraction
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作者 Roel Snieder Yuanzhong Fan +1 位作者 Evert Slob Kees Wapenaar 《Earthquake Science》 CSCD 2010年第5期403-415,共13页
The extraction of the Earth's Green's function from field fluctuations is a rapidly growing area of research. The principle of Green's function extraction is often related to the requirement of equipartitioning, wh... The extraction of the Earth's Green's function from field fluctuations is a rapidly growing area of research. The principle of Green's function extraction is often related to the requirement of equipartitioning, which stipulates that the energy of field fluctuations is distributed evenly in some sense. We show the meaning of equipartitioning for a variety of different formulations for Green's function retrieval. We show that equipartitioning is not a sufficient condition, and provide several examples that illustrate this point. We discuss the implications of lack of equipartitioning for various schemes for the reconstruction of the Green's function in seismology. The theory for Green's function extraction is usually based on a statistical theory that relies on ensemble averages. Since there is only one Earth, one usually replaces the ensemble average with a time average. We show that such a replacement only makes sense when attenuation is taken into account, and show how the theory for Green's function extraction for oscillating systems can be extended to incorporate attenuation. 展开更多
关键词 seismic interferometry Green's function retrieval equipartitioning
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带可拆换T型钢连接件的梁柱节点抗震性能和震后功能快速恢复性能研究 被引量:1
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作者 门进杰 李通 +2 位作者 张辉煌 李家富 张谦 《工程力学》 北大核心 2025年第2期229-244,共16页
为了实现钢框架结构在地震作用下的集中耗能和震后功能快速恢复,提出了一种带可拆换T型钢连接件的梁柱节点。通过控制T型钢连接件与框架梁的承载力比值,即设计承载力系数,即可实现集中耗能的设计目标,震后仅需更换受损的T型钢连接件即... 为了实现钢框架结构在地震作用下的集中耗能和震后功能快速恢复,提出了一种带可拆换T型钢连接件的梁柱节点。通过控制T型钢连接件与框架梁的承载力比值,即设计承载力系数,即可实现集中耗能的设计目标,震后仅需更换受损的T型钢连接件即可快速恢复结构功能。设计并制作了4个带T型钢连接件的梁柱节点试件,通过试验和有限元相结合的方法研究了其抗震性能。对典型试件拆换受损的T型钢连接件,并采用可拆换残余转角、滞回性能和组件耗能等指标,从功能恢复效率和功能恢复质量两个方面评估了其震后功能快速恢复性能。研究表明:所有试件均呈现出半刚性节点的特性。采用低屈服点T型钢的试件具有较高的刚度、较好的延性和较大的安全储备,建议在工程中优先采用。除了设计承载力系数较大的试件在试验后期钢梁悬臂段根部出现轻微塑性以外,其余试件的梁柱等非耗能构件均处于弹性状态,且T型钢的耗能比例达到90%以上,为震后功能快速恢复提供了可能。T型钢腹板较薄的RT-2试件具有最大的T型钢可拆换残余转角和梁端可拆换残余转角,采用低屈服点T型钢试件的拆换性能优于普通钢试件。拆换试件与原试件相比,虽然延性系数略有降低,但初始刚度和承载能力几乎没有差别,T型钢连接件仍能发挥集中耗能的作用,试件拆换后功能快速恢复性能良好。 展开更多
关键词 钢框架梁柱节点 可拆换T型钢 抗震性能 结构功能快速恢复 耗能占比
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梁式桥抗震韧性评估方法:Ⅰ.基于专家意见的构件震后功能恢复模型 被引量:7
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作者 王晓伟 叶爱君 +6 位作者 吴学平 周连绪 宋开辉 李军 娄亮 魏新农 彭俊 《土木工程学报》 北大核心 2025年第1期65-76,共12页
梁式桥是中国交通路网中最普遍的桥型,建立其抗震韧性评估方法是“韧性城市”国家战略顺利实施的必然需求,但其中至关重要的梁式桥各构件震后功能恢复模型尚未建立。震后功能恢复模型表征了结构在遭受地震后使用功能损失-保持-恢复的过... 梁式桥是中国交通路网中最普遍的桥型,建立其抗震韧性评估方法是“韧性城市”国家战略顺利实施的必然需求,但其中至关重要的梁式桥各构件震后功能恢复模型尚未建立。震后功能恢复模型表征了结构在遭受地震后使用功能损失-保持-恢复的过程。为填补这一空白,该文第一部分采用专家意见调研的方法,构建了梁式桥主要受力构件(墩柱、主梁、支座、基础、桥台)和次要受力构件(挡块、伸缩缝)的震后功能恢复模型。首先,系统地定义了各构件的多级损伤状态和性能指标;然后,设计了调研问卷,面向全国各地124位桥梁设计、科研、施工、检测、养护、加固领域的专家,征询各构件不同损伤状态下的桥梁震后通行决策、残余通行功能、决策时间、构件修复策略与时间、以及构件修复期间桥梁残余通行功能;最后,通过对调研结果的统计分析,建立了梁式桥各构件的震后功能恢复模型。该文第二部分将利用该模型对我国量大面广的板式支座梁式桥开展抗震韧性评估研究。 展开更多
关键词 桥梁工程 抗震韧性 震后功能恢复模型 专家意见调研 功能损失 构件修复时间
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中小跨径梁桥基于准隔震理念的损伤状态耦合规律研究 被引量:1
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作者 徐略勤 范磊 +2 位作者 岳克锋 甘超 刘杰 《地震工程与工程振动》 北大核心 2025年第2期74-85,共12页
为了在中小跨径梁桥的横向抗震体系中引入准隔震理念,首先结合典型震害统计特征,阐明了准隔震理念的基本内涵,明确了关键构件(即支座、挡块、桥墩)在桥梁抗震体系中的功能定位。然后以墩高、挡块强度为参数,构建了支座-挡块-桥墩体系的... 为了在中小跨径梁桥的横向抗震体系中引入准隔震理念,首先结合典型震害统计特征,阐明了准隔震理念的基本内涵,明确了关键构件(即支座、挡块、桥墩)在桥梁抗震体系中的功能定位。然后以墩高、挡块强度为参数,构建了支座-挡块-桥墩体系的非线性分析模型。最后采用基于Copula函数的地震易损性分析方法,研究了支座、挡块和桥墩在地震作用下损伤状态的耦合规律,并根据系统层面的确定性易损性曲线,探讨了满足准隔震理念的挡块合理设计强度。研究表明:支座和挡块和桥墩在地震作用下存在显著的耦合作用关系,挡块强度对支座、桥墩的损伤状态有重要影响;当挡块强度由0增至30%的恒载反力时,支座损伤概率不断降低,其完全破坏概率的最大降幅为27.2%,而桥墩损伤概率则不断上升,其完全破坏概率的最大增幅达61.6%,挡块、支座和桥墩的损伤次序会逐渐转变为桥墩、挡块和支座;当挡块强度取值为15%~20%的主梁恒载反力时,支座的滑动隔震和桥墩的塑性耗能都被充分调动,此时支座-挡块-桥墩系统在地震中出现严重损伤的概率最低,相比无挡块工况降低了16.3%。 展开更多
关键词 中小跨径梁桥 准隔震理念 损伤状态 挡块强度 地震易损性 COPULA函数
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