共查询到20条相似文献，搜索用时 15 毫秒
1.
The present study deals with dynamic analysis of arch concrete dams, taking rotational components of earthquakes into account. A modified methodology was used to evaluate the rotational components of the earthquake. The translational components of the earthquake have been used in to obtain the rotational components of the earthquake, based on the intersecting isotropic elastic wave propagation. Two rotational components of Taft, Tabas and San-Fernando earthquakes are evaluated based on the translational components of the earthquakes and considering frequency dependencies of incident angle and wave velocity. Finally, dynamic analyses of Morrow Point Dam are presented to evaluate the effects of combined translational and rotational components on the seismic response of the dam. Various conditions of reservoirs, including full and empty state, are considered in the analyses. Fluid–structure interaction was completely taken into account. It was realized that incorporating rotational components increased the maximum compressive and tensile stresses in both empty and full reservoir analyses. Distribution of maximum tensile stresses is very sensitive to the rotational components of the earthquake. Also, it can be concluded that the segregated effect of the rocking component on the response of concrete dams is more effective than the sole effect of the torsional component. 相似文献
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基于日本KiK-Net、K-Net地震台网和太平洋地震工程中心（PEER）的14 713条地震动记录,比较了俯冲带地区浅壳上地幔地震、板内地震和板间地震的水平向地震动加速度反应谱阻尼修正系数（DMF）和位移反应谱阻尼修正系数（DMF）的差异,并进行了5%置信水平下的假设检验,探究了俯冲带地区不同地震类型对DMF的影响。结果显示:在大多数谱周期,不同地震类型的DMF存在统计意义上的显著差异;在低阻尼比中短周期时,加速度谱DMF和位移谱DMF基本相同;在高阻尼比长周期时,不同地震类型的加速度谱DMF差异大于位移谱DMF差异。研究表明:俯冲带地震水平向地震动DMF需要考虑不同地震类型的影响。 相似文献
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Bernardo Vasco Campos Costa Alfredo Candeias Paulo Costa An&#;bal 《Bulletin of Earthquake Engineering》2022,20(11):6229-6265
Bulletin of Earthquake Engineering - Despite the fact that in recent years Portugal has not seen the occurrence of high-magnitude earthquakes, it remains threatened by these events due to its... 相似文献
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Morandi P. Butenweg C. Breis K. Beyer K. Magenes G. 《Bulletin of Earthquake Engineering》2022,20(11):5797-5848
Bulletin of Earthquake Engineering - Recent earthquakes as the 2012 Emilia earthquake sequence showed that recently built unreinforced masonry (URM) buildings behaved much better than expected and... 相似文献
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Baris Anna Spacagna Rose Line Paolella Luca Koseki Junichi Modoni Giuseppe 《Bulletin of Earthquake Engineering》2021,19(10):3963-3986
Bulletin of Earthquake Engineering - The damage on supply and drainage water networks is a serious cause of economic disruption for urban systems affected by earthquakes. Among various concerns,... 相似文献
6.
de Felice Gianmarco Fugger Rebecca Gobbin Francesca 《Bulletin of Earthquake Engineering》2022,20(2):941-962
Bulletin of Earthquake Engineering - The out-of-plane collapse of the façade represents one of the major threats and the most frequent cause of damages of churches due to strong earthquakes.... 相似文献
7.
Silva Vitor Taherian Amir Oliveira Carlos Sousa 《Bulletin of Earthquake Engineering》2022,20(11):5545-5565
Bulletin of Earthquake Engineering - In the last five centuries, Portugal was affected by several earthquakes of strong magnitude (M > 7) that caused widespread destruction and a... 相似文献
8.
Because of many advantages over other control systems, semi‐active control devices have received considerable attention for applications to civil infrastructures. A variety of different semi‐active control devices have been studied for applications to buildings and bridges subject to strong winds and earthquakes. Recently, a new semi‐active control device, referred to as the resetable semi‐active stiffness damper (RSASD), has been proposed and studied at the University of California, Irvine (UCI). It has been demonstrated by simulation results that such a RSASD is quite effective in protecting civil engineering structures against earthquakes, including detrimental near‐field earthquakes. In this paper, full‐scale hardware for RSASD is designed and manufactured using pressurized gas. Experimental tests on full‐scale RSASDs have been conducted to verify the hysteretic behaviours (energy dissipation characteristics) and the relation between the damper stiffness and the gas pressure. The correlation between the experimental results of the hysteresis loops of RASADs and that of the theoretical ones has been assessed qualitatively. Experimental results further show the linear relation between the gas pressure and the stiffness of the RSASD as theoretically predicted. Finally, shake table tests have also been conducted using an almost full‐scale 3‐storey steel frame model equipped with full‐scale RSASDs at the National Center for Research on Earthquake Engineering (NCREE), Taipei, Taiwan, and the results are presented. Experimental results demonstrate the performance of RSASDs in reducing the responses of the large‐scale building model subject to several near‐field earthquakes. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
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董刚 《地震工程与工程振动(英文版)》2002,1(1):20-26
Objectives of this task are to conduct research on seismic hazards, and to provide relevant input on the expected levels of
these hazards to other tasks. Other tasks requiring this input include those dealing with inventory, fragility curves, rehabilitation
strategies and demonstration projects. The corresponding input is provided in various formats depending on the intended use:
as peak ground motion parameters and/or response spectral values for a given magnitude, epicentral distance and site conditions;
or as time histories for scenario earthquakes that are selected based on the disaggregated seismic hazard mapped by the U.S.
Geological Survey and are incorporated in building codes. The user community for this research is both academic researchers
and practicing engineers who may use the seismic input generated by the synthesis techniques that are developed under this
task for a variety of applications. These include ground motions for scenario earthquakes, for developing fragility curves
and in specifying ground motion input for critical facilities (such as hospitals) located in the eastern U.S.
Supported in part by the Earthquake Engineering Research Centers Program of the National Science Foundation under Award Number EEC-9701471
to the Multidisciplinary Center for Earthquake Engineering Research. 相似文献
11.
Data of the intermediate depth (the Geioyo and the Shizuoka) earthquakes in Japan recorded in a dense network is analysed and compared with various available attenuation relations. The approach of Midorikawa (Midorikawa S., 1993, Technophysics 218, 287–295) based on the empirical Greens function technique of Irikura (Irikura, K., 1986, Proceedings of the 7th Japan Earthquake Engineering Symposium, pp. 151–156.) has been used to model the rupture responsible for these earthquakes and peak ground acceleration are simulated at selected observation points. The method presented in this work includes the transmission effect in a multiple layer crustal model for a finite fault earthquake source model. Sharp attenuation rate is seen for such intermediate depth earthquakes which is difficult to explain through conventional attenuation relations. Detail study of the methodology and comparison of results shows that the transmission factor plays an important role for the sharp attenuation rate for intermediate-to deep-focus earthquakes. 相似文献
12.
本文通过回顾，展望及对现行《工程场地地震安全性评价工作规范》有关条文的理解，论述了历史地震研究在工程地震中的重要作用。历史地震研究，不仅在甄别历史地震参数、评定场地的地震基本烈度、编制地震烈度区划图、分析地震资料的时空不均匀性和历史地震对场地的方面是主要的手段和方法，而且在提供具有概率含义的抗震设防参数、编制综合性的设防区划图、确定背景地震强度等方面，也可能成为重要的方法。 相似文献
13.
Pattern recognition of seismogenic nodes using Kohonen selforganizing map: example in west and south west of Alborz region 
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下载免费PDF全文 Pattern recognition of seismic and morphostructural nodes plays an important role in seismic hazard assessment. This is a known fact in seismology that tectonic nodes are prone areas to large earthquake and have this potential. They are identified by morphostructural analysis. In this study, the Alborz region has considered as studied case and locations of future events are forecast based on Kohonen Self-Organized Neural Network. It has been shown how it can predict the location of earthquake, and identifies seismogenic nodes which are prone to earthquake of M5.5+ at the West of Alborz in Iran by using International Institute Earthquake Engineering and Seismology earthquake catalogs data. First, the main faults and tectonic lineaments have been identified based on MZ (land zoning method) method. After that, by using pattern recognition, we generalized past recorded events to future in order to show the region of probable future earthquakes. In other word, hazardous nodes have determined among all nodes by new catalog generated Self-organizing feature maps (SOFM). Our input data are extracted from catalog, consists longitude and latitude of past event between 1980-2015 with magnitude larger or equal to 4.5. It has concluded node D1 is candidate for big earthquakes in comparison with other nodes and other nodes are in lower levels of this potential. 相似文献
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Sudhir K. Jain 《Bulletin of Earthquake Engineering》2016,14(5):1337-1436
The Indian subcontinent has suffered some of the greatest earthquakes in the world. The earthquakes of the late nineteenth and early twentieth centuries triggered a number of early advances in science and engineering related to earthquakes that are discussed here. These include the development of early codes and earthquake-resistant housing after the 1935 Quetta earthquake in Baluchistan, and strengthening techniques implemented after the 1941 Andaman Islands earthquake, discovered by the author in remote islands of India. Activities in the late 1950s to institutionalize earthquake engineering in the country are also discussed. Despite these early developments towards seismic safety, moderate earthquakes in India continue to cause thousands of deaths, indicating the poor seismic resilience of the built environment. The Bhuj earthquake of 2001 highlighted a striking disregard for structural design principles and quality of construction. This earthquake was the first instance of an earthquake causing collapses of modern multi-storey buildings in India, and it triggered unprecedented awareness amongst professionals, academics and the general public. The earthquake led to the further development of the National Information Centre of Earthquake Engineering and the establishment of a comprehensive 4-year National Programme on Earthquake Engineering Education that was carried out by the seven Indian Institutes of Technology and the Indian Institute of Science. Earthquake engineering is a highly context-specific discipline and there are many engineering problems where appropriate solutions need to be found locally. Confined masonry construction is one such building typology that the author has been championing for the subcontinent. Development of the student hostels and staff and faculty housing on the new 400-acre campus of the Indian Institute of Technology Gandhinagar has provided an opportunity to adopt this construction typology on a large scale, and is addressed in the monograph. The vulnerability of the building stock in India is also evident from the occasional news reports of collapses of buildings under construction or during rains (without any earthquake shaking). Given India’s aspirations to be counted as one of the world’s prosperous countries, there is a great urgency to address the safety of our built environment. There is a need: to create a more professional environment for safe construction, including a system for code enforcement and building inspection; for competence-based licensing of civil and structural engineers; for training and education of all stakeholders in the construction chain; to build a research and development culture for seismic safety; to encourage champions of seismic safety; to effectively use windows of opportunity provided by damaging earthquakes; to focus on new construction as opposed to retrofitting existing buildings; and to frame the problem in the broader context of overall building safety rather than the specific context of earthquakes. Sustained long-term efforts are required to address this multi-faceted complex problem of great importance to the future development of India. While the context of this paper is India, many of the observations may be valid and useful for other earthquake-prone countries. 相似文献
15.
Weimin Dong Ph.D 《地震工程与工程振动(英文版)》2002,1(1):145-151
Internationally earthquake insurance, like all other insurance (fire, auto), adopted actuarial approach in the past, which
is, based on historical loss experience to determine insurance rate. Due to the fact that earthquake is a rare event with
severe consequence, irrational determination of premium rate and lack of understanding scale of potential loss led to many
insurance companies insolvent after Northridge earthquake in 1994.
Along with recent advances in earth science, computer science and engineering, computerized loss estimation methodologies
based on first principles have been developed to the point that losses from destructive earthquakes can be quantified with
reasonable accuracy using scientific modeling techniques.
This paper intends to introduce how engineering models can assist to quantify earthquake risk and how insurance industry can
use this information to manage their risk in the United States and abroad.
Supported partially by: Institute of Engineering Mechanics, CSB 相似文献
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Global epicentre maps show that the majority of earthquakes are inter-plate, although moderate to large earthquakes do occur intra-plate, i.e. within the plates. The seismicity of the Australian continent is typical of intra-plate environments and a magnitude ML 6 earthquake has an average return period of about 5 years. Recordings of Australian intra-plate earthquakes are investigated here to characterise their frequency content, peak acceleration and duration.Due to lack of quality strong motion records of large intra-plate earthquakes at short distances, synthetic seismograms are commonly used for testing structural behaviour. An empirical Green's Function method (Geophys. Res. Lett., 5 (1978), 1–4; Proceedings of the Third International Microzonation Conference, Seattle, USA, vol. 1, (1982), pp. 447–458.) is chosen to simulate a large earthquake by summation in time of a number of smaller earthquakes or sub-events, each given a slightly different origin time to represent more realistically the propagation of a rupture along an assumed fault plane. In the first instance, recordings on rock of the magnitude ML 2.3 aftershock of the 29 December 1989 Newcastle earthquake were used as sub-events to simulate the main shock of magnitude ML 5.6. Validation studies for events recorded elsewhere in Australia are also considered.The response spectra of such synthetic events will be compared with the recommended spectra developed empirically from a statistical analysis of strong motion data for magnitude 5.4–6.5 intra-plate earthquakes recorded in other parts of the world and normalised to a peak ground velocity of 50 mm/s which is typical for a return period of 500 years in Australia (Australasian Structural Engineering Conference, Auckland, New Zealand, (1998), pp. 439–444.). Preliminary results from this comparison with the response spectra recommended for the Building Code of Australia show that the synthetic waveforms produced by this method are realistic and can be used to represent ground motion during typical Australian intra-plate earthquakes. 相似文献
18.
相似地震是具有相似波形记录的一组地震,往往以地震丛集的方式发生.而重复地震是一种特殊的相似地震,一般具有相近的震源机制解和几乎重合的破裂面积.对相似地震特别是重复地震的研究是我们认识断层的结构和变化的重要手段.本文提出了一种基于相似度距离概念和聚类分析技术的相似地震识别方法,可以利用单个台站对其记录到的地震事件进行快速的相似地震和重复地震识别.我们将此方法应用于汶川地震东北端的余震序列,获得了该地区相似地震的分布图像,并对其中存在的重复地震的发震机制进行了讨论分析. 相似文献
19.
洪洞临汾大震震源断层的相互作用和地震趋势分析 总被引：1，自引：0，他引：1
山西临汾地区1303年和1695年发生了洪洞(M8)和临汾(M7 3/4)两次相距最近特大地震。地震所在区域至今仍有持续不断的小震活动。我们根据1670次中、小地震精确震源定位结果和149个小地震的震源机制。通过震源三维空间分布和震源机制解的分析,认为洪洞地震和临汾地震的强相互作用是解锁,因此导致临汾地震提前发生;此外,2者之间还存在弱相互作用,并且和随机发生的地震达到一种平衡。2次大地震对区域所积累的应变基本释放完毕,难以再形成与应力场一致的大破裂,使得临汾地区连续的地震活动以中小地震的形式体现,连续300多年都没有5级以上地震发生。估计今后临汾地区的这种低水平活动将继续下去,发展趋势是安全的。 相似文献