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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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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:4
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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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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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Physics of Seismic Sources Ⅰ. Presentation of Seismic Sources
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作者 Chen Yuntai and Wu ZhongliangInstitute of Geophysics, CSB, Beijing 100081, China 《Earthquake Research in China》 1999年第2期17-30,共14页
The description of a seismic source in terms of seismic moment tensors is one of the most important advances in the physics of seismic sources. In this article, the fundamental concepts associated with seismic moment ... The description of a seismic source in terms of seismic moment tensors is one of the most important advances in the physics of seismic sources. In this article, the fundamental concepts associated with seismic moment tensors are introduced, with emphasis on application of the interpretation of broadband digital seismograms. The introduction includes the representation theorem, concepts of seismic moment tensors, geometry of seismic moment tensors, moment tensor inversion, source time function, empirical Green’s function, and the spatio-temporal slip function. The physical significance of the concept of a point source is also discussed from the perspective of broadband seismology. 展开更多
关键词 seismic MOMENT TENSOR Source time function Empirical Green’s function
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Influence of long period seismic waves induced by the Taiwan large earthquake on Shanghai area
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作者 庄昆元 徐永林 +1 位作者 沈建文 丁伟国 《Acta Seismologica Sinica(English Edition)》 CSCD 1997年第6期87-94,共8页
In this paper a group of long period seismic waves in Shanghai area induced by Taiwan large earthquake is presented by using the method of semi empirical Green function, the period is up to 20 s. Such seismic waves c... In this paper a group of long period seismic waves in Shanghai area induced by Taiwan large earthquake is presented by using the method of semi empirical Green function, the period is up to 20 s. Such seismic waves can be used as a reference curve to test the strength of long period structures and their aseismic design. The long period part of seismic influence curve presented in 'Architecture Aseismic Design Code'(GBJ11 89) is less than 3 s, and uncertainties exist in the effects of earthquake safety evaluation. This research will be able to eliminate these shortages. 展开更多
关键词 fault rupture length rupture velocity semi empirical Green function long period seismic wave
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利用密集台阵远震接收函数研究辽宁海城地震区高分辨率地壳结构
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作者 邵媛媛 白兰淑 +6 位作者 刘嘉栋 孙庆山 张瑞青 王亮 焦明若 贾丽华 吴庆举 《地球物理学报》 北大核心 2025年第2期517-530,共14页
辽宁海城地震区处于郯庐断裂带北延段的下辽河盆地和辽东隆起交界,区内地震活动活跃,历年被划定为地震危险区.本文基于该地区最新架设的23个宽频带流动地震台和营口固定台观测的近一年远震波形,利用远震P波接收函数H-κ叠加方法和共中心... 辽宁海城地震区处于郯庐断裂带北延段的下辽河盆地和辽东隆起交界,区内地震活动活跃,历年被划定为地震危险区.本文基于该地区最新架设的23个宽频带流动地震台和营口固定台观测的近一年远震波形,利用远震P波接收函数H-κ叠加方法和共中心点(CCP)叠加成像获得了研究区西侧下辽河盆地和东侧辽东隆起的三维高分辨率地壳结构,结果显示:海城地震区地壳厚度在24.2~33.3 km之间,地壳泊松比在0.24~0.34之间;西侧下辽河盆地区地壳较薄,最薄处仅24.2 km,而东侧辽东隆起区地壳总体较厚,最厚处达33.3 km.区内盆地与山地构造区莫霍面过渡平稳,但在下辽河盆地区存在2处上地幔凸起,与重力数据和地震反射剖面结果一致.辽东隆起区的泊松比普遍低于0.26,且无明显剩余地形异常.下辽河盆地的泊松比均值大于0.3,剩余地形有明显的正异常,最大幅度达1.18 km,暗示盆地区在过去区域拉张应力作用下发生幔源物质上涌并导致地壳减薄.我们推断区域构造应力、地幔热物质上涌可能是下辽河盆地构造东缘和辽东隆起块体内发生频繁地震活动的重要力源条件. 展开更多
关键词 海城地震区 接收函数 密集台阵 地壳厚度 泊松比
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特高压换流站系统地震易损性及加固策略评估方法
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作者 谢强 吴思源 +1 位作者 刘潇 魏淼淼 《电网技术》 北大核心 2025年第9期3968-3976,共9页
特高压换流站是电网基础设施的重要节点,为了评估特高压换流站系统的地震易损性,该文基于贝叶斯网络建立了包含电气设备回路子系统、多级运行模式和系统功能之间依赖关系的系统地震易损性评估框架。将电气设备按照功能耦联关系划分为11... 特高压换流站是电网基础设施的重要节点,为了评估特高压换流站系统的地震易损性,该文基于贝叶斯网络建立了包含电气设备回路子系统、多级运行模式和系统功能之间依赖关系的系统地震易损性评估框架。将电气设备按照功能耦联关系划分为11类回路子系统,再根据回路子系统的连通逻辑和故障条件下系统的运行模式搭建系统贝叶斯网络模型。基于贝叶斯定理的正向推理得到系统功能的概率分布和多级性能水准下的易损性曲线。基于逆向推理对比多种不同加固方案在系统功能保障视角下的提升效果。该框架可以全面考虑系统中串联、并联和旁路控制设备对系统多级运行模式的制约,发现了通路维度的加固策略更有利于系统的功能保障。 展开更多
关键词 贝叶斯网络 特高压换流站 地震易损性 功能保障 加固策略
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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
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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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