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1.
The response and damage assessment of engineering structures under near-field ground motions is currently of great interest. Near-field ground motion with directivity focusing or fling effects produces pulse-like ground motion that has characteristics different from those of ordinary records. This paper develops simple deterministic and probabilistic models for near-field pulse-like ground motions. These models belong to the class of engineering models that aim to replicate some of the gross features observed in near-field records. The ground velocity is expressed as a steady-state function or a stationary random process modulated by an envelope function. Both models account for the non-stationarity and the multiple pulses in the ground velocity. While the deterministic model is similar to some of the models developed earlier, the probabilistic model facilitates handling uncertainties in the ground motion and variability in the structure's properties. For instance, this model combined with structural reliability methods can be used for reliability assessment of structures under near-field random ground motion. The reduction of the structural response by adding supplemental dampers is also investigated. 相似文献
2.
Saman Yaghmaei-Sabegh 《Journal of Seismology》2010,14(4):715-726
This paper implements a quantitative approach to detect pulse-like ground motions based on continues wavelet transform, which
is able to clearly identify sudden jumps in time history of earthquake records by considering contribution of different levels
of frequency. These analyses were performed on a set of time series records obtained in near-fault regions of Iran. Pulse-like
ground motions frequently resulted from directivity effects in near-fault area and are of interest in the field of seismology
and also earthquake engineering for seismic performance evaluation of structures. The results of this study basically help
us to establish a suitable platform for selecting pulse-like records, while performance evaluation of structure in near-fault
area will need to account. The period of velocity pulses as a key parameter that significantly affects structural response
is simply determined by using a pseudo-period of the mother wavelets. In addition, the efficiency of different types of mother
wavelets on classification performance and the features of detected pulse are investigated by applying seven different kinds
of mother wavelets. The analyses indicate that the selection of most appropriate mother wavelet plays a significant role in
effective extraction of ground motion features and consequently in estimation of velocity pulse period. As a result, the user
should be aware of what is selected as a mother wavelet in the analysis. The comparisons given here among different mother
wavelets also show the better performance of BiorSpline (bior1.3) basis from biorthognal wavelet families for the preferred
purpose in this paper. 相似文献
3.
近断层脉冲型地震动作用下隔震结构地震反应分析 总被引：17，自引：5，他引：17
隔震结构在远震场地减震效果良好，但是近断层地震动的明显的长周期速度和位移脉冲运动可能对隔震建筑等长周期结构的抗震性能和设计带来不利影响，需要深入探讨。本文首先讨论近断层地震动的长周期脉冲运动特征，然后以台湾集集地震8条典型近震记录和其它4条常用近震记录以及4条远震记录作为地震动输入，对两幢安装铅芯橡胶隔震支座的钢筋混凝土框架隔震结构进行非线性地震反应时程分析，通过比较探讨了算例计算结果，定量说明隔震结构的近震脉冲效应显著，是隔震设计不容忽视的问题。 相似文献
4.
This paper presents a novel approach to identify the pulse-like motions in earthquake recordings that dominate the maximum structural responses over a wide period range. The identification method is based on the congruence relationship between the response spectrum and the dimensionless П-response spectrum established in this study through straightforward dimensional arguments of linear and bilinear SDOF oscillators subject to pulse-like ground motions. By evaluating the geometric match and dislocations of the П-response spectrum of a given waveform with the dimensional response spectrum in bi-logarithm plotting, one can identify the simple pulses and their parameters that match simultaneously the kinematic characteristics and the response spectrum of earthquake recordings that exhibit pulse-like features. The developed pulse identification method has been implemented in a computer program and applied successfully to detect the pulse-like motions in the PEER NGA strong motion database. Both velocity and acceleration pulses potentially due to forward directivity effects in near fault regions are identified. The identified velocity pulses show strong correlation with the seismological parameters. They are subsequently used in regression analysis to derive the empirical scaling laws that relate the directivity pulse parameters to the earthquake magnitude and rupture distance. The study confirms some magnitude scaling laws in literature and demonstrates the accuracy and efficiency of the proposed pulse identification method. 相似文献
5.
通过对隔震结构进行非线性动力响应分析,分别研究地震动参数和支座参数对结构地震响应的影响。首先,建立铅芯橡胶支座基础隔震结构的非线性运动方程;然后,以人工合成脉冲型地震动作为输入,运用MATLAB进行编程并求解结构在脉冲型地震动作用下的地震响应;最后,分别研究速度脉冲周期、支座屈服力、屈服后与屈服前的刚度比对隔震支座最大位移和上部结构层间位移的影响。研究结果表明,脉冲周期对结构地震响应影响很大,在进行隔震设计时应使结构自振周期远离脉冲周期;支座刚度比对结构地震响应影响较大,在进行支座选型时应重点关注;支座屈服力对支座位移的影响显著,屈服力越大,支座位移越小。 相似文献
6.
为了在众多参数中挑选其中最有代表性的参数，来解释和反映脉冲型地震动对结构的潜在破坏能力，以338条脉冲型地震动记录作为研究对象，分析地震动参数与中低层结构响应的相关性。选取了14个常用地震动参数，对各地震动参数之间的相关性进行分析，从中选出7个代表性地震动参数；并将脉冲型地震动输入中低层结构模型中计算结构响应，分析代表性地震动参数与结构响应的相关性，与基于非脉冲型地震动的相关性计算结果进行对比。选用了3层和7层2个RC框架结构作为中低层结构代表，其基本周期为0.62s和0.89s。结果表明:对于脉冲型地震动，对于3层结构时与结构响应相关性最好的为EPV，对于7层结构时与结构响应相关性最好的为PGV，因此可以用PGV和EPV作为表征脉冲型地震动对中低层结构潜在破坏能力的参数；而对于非脉冲型地震动，与结构响应相关性最好的参数为PGV，可以用PGV作为表征脉冲型地震动对中低层结构的潜在破坏能力的参数。因此，通过地震动参数来解释和表征脉冲型地震动对结构的破坏能力是可行的。 相似文献
7.
In nonlinear dynamic structural analysis, a suite of pulse-like ground motions is required for the performance-based design of structures near active faults. The dissimilarity in the amplitude and frequency content of the earthquake time series referred to nonstationary properties in temporal and spectral, respectively. An approach is proposed based on the nonstationary properties of the far-field records and the seismological information in an event for simulating pulse-like records. The pulse-like earthquake time history is estimated via the superposition of the residual part of the earthquake with the estimated pulse. The wavelet-based Hilbert transform is utilized to characterize the nonstationary properties, the instantaneous amplitude, and frequencies of far-field records to model residual part. The effects of near-fault and pulse are estimated based on the seismological properties of the region. The validation of the procedure is indicated by comparing simulated time-series, response spectra, and Arias intensity with recorded pulse-like records in two different earthquakes in California; the Mw 6.7 1994 Northridge and the Mw 6.5 1979 Imperial valley.
相似文献8.
Robust methods for time-frequency analysis of time series, which provide local information of signals, allow earthquake engineers to study both the input and output of dynamic time history analysis with more reliability. Moreover, time-frequency representations (TFRs) have a major role in the analysis of non-stationary seismic signals exhibiting significant time variation of frequency content. S-Transform (ST) is a modern TFR, which can measure local characteristics of a signal such as amplitude, frequency, and phase at any time instant. This paper presents a new method for decomposition of ground motion signals. A modified version of ST-based technique, originally employed to decompose signals of gearbox vibration, is introduced and applied to the extraction and characterization of pulse-like part of near-fault velocity records, which is contributed to the directivity effects. In addition, a new definition based on ST analysis is used to identify pulse period. The results of implementation of proposed procedure on a database of pulse-like ground motion recordings belonging to the different ranges of magnitude demonstrate the efficiency of proposed method compared with other available approaches. The results, also, indicate that simple approximation of distinct pulses using single-period waveforms, unlike the extracted pulses, cannot represent the impulsive nature of real records adequately. 相似文献
9.
近场地震的动力特性明显不同于远场地震,因此有必要对结构在近场地震作用下的动力性能展开研究。以上部钢结构-下部混凝土结构这类竖向刚度不同的加层混合结构为研究对象,对其在近场脉冲型地震、近场无脉冲型地震及远场地震作用下的动力响应进行研究。结果表明:在多遇、设防、罕遇地震作用下,近场脉冲型地震会使结构的层间位移角、层间剪力、加速度等动力响应均放大并出现超限的情况,而且都比罕遇地震作用下结构的响应增大更明显;在进行近场区加层混合框架结构的设计和建设时,近场脉冲效应会使结构存在不满足规范的情况,有必要对竖向刚度不同的加层混合结构在近场区的适用性进行深入研究。 相似文献
10.
Pulse-like records are well recognized for their potential to impose higher demands on structures when compared with ordinary records. The increased severity of the structural response usually caused by pulse-like records is commonly attributed to the spectral increment around the pulse period. By comparing the building response to sets of spectrally equivalent pulse-like and ordinary records, we show that there are characteristics of pulse-like records beyond the shape of the acceleration response spectrum that affect the results of nonlinear dynamic analysis. Nevertheless, spectral shape together with the ratio of pulse period to the first-mode structural period, Tp/T1, are confirmed as “sufficient” predictors for deformation and acceleration response metrics in a building, conditioned on the seismic intensity. Furthermore, the average spectral acceleration over a period range, AvgSA, is shown to incorporate to a good proxy for spectral shape, and together with Tp/T1, form an efficient and sufficient intensity measure for response prediction to pulse-like ground motions. Following this latter route, we propose a record selection scheme that maintains the consistency of Tp with the hazard of the site but uses AvgSA to account for the response sensitivity to spectral shape. 相似文献
11.
Pulse-like ground motion observed during the 6 February 2023 MW7.8 Pazarcık Earthquake (Kahramanmaraş, SE Türkiye) 
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下载免费PDF全文 Fan Wu Junju Xie Zhao An Chenghao Lyu Tuncay Taymaz Tahir Serkan Irmak Xiaojun Li Zengping Wen Baofeng Zhou 《地震科学（英文版）》2023,36(4):328-339
In this study, we analyzed 100 three-component strong ground motion records observed within 200 km of the causative fault of the 6 February 2023 MW7.8 Pazarcık (Kahramanmaraş) Earthquake in SE Türkiye. The wavelet method was utilized to identify and analyze the characteristics of pulse-like ground motions in the near-fault region, while considering the uncertainty of the pulse orientation during the analysis. Our investigation focused on the effects of the focal mechanism and rupture process on the spatial distribution, pulse orientation, and maximum pulse direction of the observed pulse-like ground motion. We also analyzed the amplitude and period of the observed ground pulses and the effect of long-period amplification on the ground motion response spectra. Our results indicated the following: (1) A total of 21 typical ground velocity pulses were observed during this earthquake, exhibiting complex characteristics due to the influence of the strike-slip mechanism and rupture directivity. Most ground pulses (17 out of 21) were recorded within 20 km of the fault, in a wide range of orientations, including normal and parallel to the fault direction. The waveforms exhibited unidirectional features, indicating the effects of left-lateral fault slip. Distinct pulses observed more than 20 km from the fault were mainly oriented normal to the fault. The waveforms were bidirectional with double- or multi-round trips as a result of rupture directivity. (2) The amplitudes of the observed pulses ranged from 30.5 to 220.0 cm/s, with the largest peak velocity of 220.0 cm/s observed at Station 3138. The pulse periods ranged from 2.3 to 14.5 s, with the longest pulse period of 14.5 s observed at Station 3116. The amplitude and period of the pulses observed during this earthquake were comparable to those of similar-magnitude global earthquakes. The amplitude of the pulses decreased significantly with increasing fault distance, whereas the pulse period was not significantly affected by the fault distance. (3) Compared with non-pulse records, the velocity pulse records had a pronounced amplification effect on the acceleration response spectra near the pulse period, with factors ranging from 2.1 to 5.8. The larger velocity pulses also significantly amplified the velocity response spectra, particularly over the long periods. This significant amplification effect of the pulses on the response spectra leads to empirical models underestimating the long-period earthquake ground motion. 相似文献
12.
根据我国台湾地区西部的地质地貌特征和1999年集集MW7.6地震的震源参数，建立了三维速度结构模型和两类震源模型。基于地壳中断层的位错积累量和岩石破裂后应力应变的传播特性，采用三维有限差分法对双冬断层活动可能产生的近场脉冲型地震动进行了模拟研究。结果表明:走滑断层垂直于断层走向的水平分量和逆断层垂直分量的峰值速度较大；由方向性效应所产生的双向速度脉冲主要集中在垂直于断层滑动分量方向，而由滑冲效应所产生的单向速度脉冲则主要集中在平行于断层滑动分量的方向；受方向性效应和上盘效应的共同制约，近场脉冲型地震动呈不对称带状分布，速度脉冲多分布在距离走滑断层迹线15 km和逆断层迹线10 km的范围内；速度反应谱在断层面的覆盖范围内沿破裂方向逐渐增大，且速度脉冲可能会对大型建筑物产生严重的剪切破坏。受凹凸体特性的影响，地震波场显示南投、台中和苗栗处于强地震动危险区。 相似文献
13.
Pulse-like ground motions are capable of inflicting significant damage to structures. Efficient classification of pulse-like ground motion is of great importance when performing the seismic assessment in near-fault regions. In this study, a new method for identifying the velocity pulses is proposed, based on different trends of two parameters: the short-time energy and the short-time zero crossing rate of a ground motion record. A new pulse indicator, the relative energy zero ratio(REZR), is defined to qualitatively identify pulse-like features. The threshold for pulse-like ground motions is derived and compared with two other identification methods through statistical analysis. The proposed procedure not only shows good accuracy and efficiency when identifying pulse-like ground motions but also exhibits good performance for classifying records with high-frequency noise and discontinuous pulses. The REZR method does not require a waveform formula to express and fit the potential velocity pulses; it is a purely signal-based classification method. Finally, the proposed procedure is used to evaluate the contribution of pulse-like motions to the total input energy of a seismic record, which dramatically increases the seismic damage potential. 相似文献
14.
近断层速度脉冲型地震动研究对揭示建筑结构的破坏机理、开展抗震设防以及抗震设计具有重要价值。首先,对速度脉冲成因进行了系统的总结,并探讨了区分方向性效应速度脉冲和滑冲效应速度脉冲的思路;其次,系统地介绍了近断层速度脉冲的识别方法,评述了各种脉冲识别方法的优缺点;然后,基于速度脉冲特性,探讨了前方向性效应对速度脉冲特性的影响以及速度脉冲对反应谱的放大作用;最后,对速度脉冲型地震动输入方法以及对结构响应研究进行了系统总结,探讨了速度脉冲型地震动输入的关键问题。基于丰富的理论研究,未来对于速度脉冲型地震动研究工作应当充分结合实际工程需求,推进理论成果的规范标准化与工程实践。 相似文献
15.
2015年4月25日在尼泊尔Gorkha地区发生MW7.8地震，距离发震断层约11 km的KATNP台站完整记录了主震的加速度时程.本文根据KATNP台站记录的加速度数据分析了Gorkha地震的地震动特征.结果表明Gorkha地震在KATNP台站处产生的水平向峰值加速度为0.17 g，竖直向峰值加速度为0.19 g，该数值小于科学家们对如此大规模地震产生的地震动的预期，初步推测这可能是由加德满都山谷产生的非线性响应造成的（Dixit et al.，2015）；地震在KATNP台站处产生了地表永久位移，其中竖向永久位移为131.9 cm，水平向永久位移的绝对值为159.2 cm，方向为南偏西19°（199°），据此可简单推算出断层走向约为289°（109°）.地震产生了脉冲型地震动，影响因素有盆地效应、地震破裂的向前的方向性效应以及滑冲效应，其中盆地效应的周期约为5 s左右，方向性效应产生的速度脉冲的周期约为8 s左右.加速度反应谱显示在0.5 s和5.0 s左右各有一个峰值，前者是由地震破裂的脉冲式滑移产生的大量高频地震动造成的，后者是由于盆地效应和地震破裂的方向性效应造成的.基于阿里亚斯烈度计算的地震动持时约在36~46 s之间，小于与其规模相当的地震产生的地震动持时，并且不同方向上的地震动持时可能与地震破裂方向有关.阿里亚斯烈度随时间的变化比较简单，也反映了Gorkha地震是一次连续的、能量释放相对简单的地震事件. 相似文献
16.
近断层地震动中存在的低频、大幅值速度脉冲使得临近断层结构具有更高的强度和延性需求。对近断层地震动脉冲特性的深入研究有利于加深对临近断层结构反应的认识,从而为临近断层结构抗震设计提供理论依据。受强震记录处理及速度脉冲识别和提取方法的限制,目前已有的研究工作主要集中于近断层地震动记录的单脉冲特性,多脉冲特性涉及较少。本文基于希尔伯特-黄变换及其相关理论,针对近断层地震动,提出了涵盖原始强震记录基线校正,至多速度脉冲定量判别及提取的整套脉冲特性研究方法,该方法对多脉冲记录尤为有效;基于提取出的理想化速度脉冲构建了（多）脉冲参数与地震参数的统计关系;以脉冲持时新定义了近断层地震动的有效强震持时,并通过多层结构非线性时程分析进行了验证。新方法中,基线校正过程可以获得稳定的地面峰值位移（PGD）和具有物理意义的基线偏移时程;提出的速度脉冲识别及波形提取方法可以将每个脉冲准确定位于时域,同时自动化获得脉冲相关参数;基于理想脉冲定义的近断层地震动有效强震持时可以良好地 表征多脉冲记录的强度。 相似文献
17.
In ensuring structural safety against near-fault pulse-type ground motions it is of critical importance that sufficient recorded motions of this type are available and that suitable synthetic motions can be simulated for those situations where the recorded motions are insufficient or non-existent. To this end, an objective criterion is developed for the directivity pulse-type motions, to identify such motions from the available suite of recorded ground motions. This criterion is based on the value of maximum fractional signal energy contribution by any half-cycle of the velocity time-history. For the simulation of directivity pulse-type motions, it is proposed to estimate and superimpose directivity pulse(s) on a non-pulse type motion. An algorithm is developed to extract the directivity pulse features from a pulse-type accelerogram via its repetitive smoothening, and based on the pulses extracted from a database of 91 records two mathematical functions are proposed to model the directivity pulses. It is found that the amplitude and dominant Fourier period of the expected velocity pulse may be sufficient to generate the shapes of the expected acceleration and velocity pulses. 相似文献
18.
Strong near-fault ground motion, usually caused by the fault-rupture and characterized by a pulse-like velocity- wave form, often causes dramatic instantaneous seismic energy (Jadhav and Jangid 2006). Some reinforced concrete (RC) bridge columns, even those built according to ductile design principles, were damaged in the 1999 Chi-Chi earthquake. Thus, it is very important to evaluate the seismic response of a RC bridge column to improve its seismic design and prevent future damage. Nonlinear time history analysis using step-by-step integration is capable of tracing the dynamic response of a structure during the entire vibration period and is able to accommodate the pulsing wave form. However, the accuracy of the numerical results is very sensitive to the modeling of the nonlinear load-deformation relationship of the structural member. FEMA 273 and ATC-40 provide the modeling parameters for structural nonlinear analyses of RC beams and RC columns. They use three parameters to define the plastic rotation angles and a residual strength ratio to describe the nonlinear load- deformation relationship of an RC member. Structural nonlinear analyses are performed based on these parameters. This method provides a convenient way to obtain the nonlinear seismic responses of RC structures. However, the accuracy of the numerical solutions might be further improved. For this purpose, results from a previous study on modeling of the static pushover analyses for RC bridge columns (Sung et al. 2005) is adopted for the nonlinear time history analysis presented herein to evaluate the structural responses excited by a near-fault ground motion. To ensure the reliability of this approach, the numerical results were compared to experimental results. The results confirm that the proposed approach is valid. 相似文献
19.