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41.
Properly designed precast concrete cladding could potentially provide lateral stiffness, ductility, and energy dissipation for an overall building structure, especially during earthquakes. This paper describes a set of advanced connections that take advantage of the interaction between facade panels and structure (mainly due to horizontal interstorey drift) to dissipate energy, thereby reducing the response of the main structure. The results of an experimental program to characterize the hysteretic behaviour of advanced connections are presented. Design equations for the advanced connections are then calibrated against the test results, and the corresponding design charts are presented. It is anticipated that this research will lead to innovative ways of viewing the entire cladding system of a building. 相似文献
42.
根据1999年岫岩地震序列的活动特点, 将其划分为前震、 余震密集、 余震平静、 余震衰减4个时段, 利用收集整理的1999年6月至2000年9月间该序列中161次2.5级以上地震的震源机制解和Gephart的应力反演方法, 研究了震源区各时段内构造应力场的总体特征和时序变化特征。 结果表明, 序列的主压应力方向与华北地区的构造应力场基本一致, 而且最大主压应力的空间取向经历了主震前相对稳定—主震后分散—最大余震前相对稳定—最大余震后分散的全过程。 该结果对主震和最大余震的预测具有一定的参考价值。 相似文献
43.
44.
����������Դ���ƽ����ִ�����Ӧ�����о� 总被引:3,自引:0,他引:3
?о???1996??2005??????????52????С?????????????6????????????????????????????????????????????????????????????P???????NW????300??320???????У??????????????????????????????????????????????????????????????????????????????????仯?????????????????????????????????????NNW????????????總?????????????NWW????EW???? 相似文献
45.
46.
利用新型断层形变三维观测系统的垂直向观测结果, 研究了两年以来7.0级以上强远震在非发震断层上的同震响应特征. 结果表明,非发震断层体垂直向同震形变的延迟时间、 同震位移最大振幅、 振动持续时间等特征与地震震级、震中距等之间存在密切联系. 断层体垂直向同震形变延迟时间与震中距线性正相关,发生地震同震形变的响应速度约为5.5km/s,反映了在上层花岗岩地层中面波的传播速度;同震位移最大振幅和震中距的对数、 震级之间具有明显线性关系,震级越大,同震位移的最大振幅越大;地震震级是断层体垂直同震形变振动持续时间的主要影响因素,震级越大,同震形变振动持续时间越长. 根据断层仪观测数据推算得到的断层体垂直向同震形变延迟时间、同震位移最大振幅、振动持续时间的经验计算公式,对于地震同震形变研究具有一定意义. 相似文献
47.
H. Kit Miyamoto Amir S. J. Gilani Akira Wada Christopher Ariyaratana 《地震工程与结构动力学》2010,39(11):1279-1297
Fluid viscous dampers are used to control story drifts and member forces in structures during earthquake events. These elements provide satisfactory performance at the design‐level or maximum considered earthquake. However, buildings using fluid viscous dampers have not been subjected to very large earthquakes with intensities greater than the design and maximum considered events. Furthermore, an extensive database of viscous damper performance during large seismic events does not exist. To address these issues, a comprehensive analytical and experimental investigation was conducted to determine the performance of damped structures subjected to large earthquakes. A critical component of this research was the development and verification of a detailed viscous damper mathematical model that incorporates limit states. The development of this model and the laboratory and simulation results conclude good correlation with the new model and the damper limit states and provide superior results compared with the typical damper model when considering near collapse evaluation of structures. Copyright © 2010 John Wiley & Sons, Ltd. 相似文献
48.
Emile A. Okal 《Natural Hazards》1988,1(1):67-96
We present a review of the influence of various parameters of the sources of major oceanic earthquakes on the amplitude of tsunamis at transoceanic distances. We base our computations on the normal mode formalism, applied to realistic Earth models, but interpret our principal results in the simpler framework of Haskell theory in the case of a water layer over a Poisson half-space. Our results show that source depth and focal geometry play only a limited role in controlling the amplitude of the tsunami; their combined influence reaches at most 1 order of magnitude down to a depth of 150 km into the hard rock. More important are the effects of directivity due to rupture propagation along the fault, which for large earthquakes can result in a ten-fold decrease in tsunami amplitude by destructive interference, and the possibility of enhanced tsunami excitation in material with weaker elastic properties, such as sedimentary layers. Modelling of the so-called tsunami earthquakes suggests that an event for which 10% of the moment release takes place in sediments generates a tsunami 10 times larger than its seismic moment would suggest. We also investigate the properties of non-double couple sources and find that their relative excitation of tsunamis and Rayleigh waves is in general comparable to that of regular seismic sources. In particular, landslides involving weak sediments could result in very large tsunamis. Finally, we emphasize that the final amplitude at a receiving shore can be strongly affected by focusing and defocusing effects, due to variations in bathymetry along the path of the tsunami. 相似文献
49.
James F Ni 《Journal of Earth System Science》1989,98(1):71-89
The Himalayan mountains are a product of the collision between India and Eurasia which began in the Eocene. In the early stage
of continental collision the development of a suture zone between two colliding plates took place. The continued convergence
is accommodated along the suture zone and in the back-arc region. Further convergence results in intracrustal megathrust within
the leading edge of the advancing Indian plate. In the Himalaya this stage is characterized by the intense uplift of the High
Himalaya, the development of the Tibetan Plateau and the breaking-up of the central and eastern Asian continent. Although
numerous models for the evolution of the Himalaya have been proposed, the available geological and geophysical data are consistent
with an underthrusting model in which the Indian continental lithosphere underthrusts beneath the Himalaya and southern Tibet.
Reflection profiles across the entire Himalaya and Tibet are needed to prove the existence of such underthrusting. Geodetic
surveys across the High Himalaya are needed to determine the present state of the MCT as well as the rate of uplift and shortening
within the Himalaya. Paleoseismicity studies are necessary to resolve the temporal and spatial patterns of major earthquake
faulting along the segmented Himalayan mountains. 相似文献
50.
Bruce S. Gibson 《Pure and Applied Geophysics》1988,128(1-2):309-331
Three types of seismic data recorded near Coalinga, California were analyzed to study the behavior of scattered waves: 1) aftershocks of the May 2, 1983 earthquake, recorded on verticalcomponent seismometers deployed by the USGS; 2) regional refraction profiles using large explosive sources recorded on essentially the same arrays above; 3) three common-midpoint (CMP) reflection surveys recorded with vibrator sources over the same area. Records from each data set were bandpassed filtered into 5 Hz wide passbands (over the range of 1–25 Hz), corrected for geometric spreading, and fit with an exponential model of amplitude decay. Decay rates were expressed in terms of inverse codaQ (Q
c
–1
).Q
c
–1
values for earthquake and refraction data are generally comparable and show a slight decrease with increasing frequency. Decay rates for different source types recorded on proximate receivers show similar results, with one notable exception. One set of aftershocks shows an increase ofQ
c
–1
with frequency.Where the amplitude decay rates of surface and buried sources are similar, the coda decay results are consistent with other studies suggesting the importance of upper crustal scattering in the formation of coda. Differences in the variation ofQ
c
–1
with frequency can be correlated with differences in geologic structure near the source region, as revealed by CMP-stacked reflection data. A more detailed assessment of effects such as the depth dependence of scattered contributions to the coda and the role of intrinsic attenuation requires precise control of source-receiver field geometry and the study of synthetic seismic data calculated for velocity models developed from CMP reflection data. 相似文献