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61.
Saman Yaghmaei-Sabegh Sina Safari Karim Abdolmohammad-Ghayouri 《Journal of Earthquake Engineering》2019,23(4):557-591
New designed or retrofitted structures with the use of isolation system may exhibit nonlinear deformations during strong ground motions. Inelastic displacement ratio of base-isolated structures is studied in this paper by employing two degree of freedom model taking into account inelastic behavior of isolators and superstructure. Parametric study is conducted to evaluate influence of isolator and superstructure properties on inelastic displacement ratio according to two sets of near-fault and far-fault ground motions. Accuracy of proposed equations in the literature to evaluate inelastic displacement ratio are studied, as well. Furthermore, cyclic degradation effects are investigated by considering stiffness and strength degradation and pinching in hysteresis model of superstructure. Eventually, inelastic responses of isolated structures with two types of isolators (lead rubber bearing and friction pendulum bearing) are compared. 相似文献
62.
Stefania Viti Marco Tanganelli Vittorio D’intinosante Massimo Baglione 《Journal of Earthquake Engineering》2019,23(3):487-511
This paper is aimed at determining the effects of the soil characterization on the seismic input to use for seismic assessment. Three different soil profiles have been assembled to represent the stratigraphies found through a proper experimental investigation, carefully described, and alternative seismic site response analyses have been performed. The surface spectra obtained from the seismic site response analysis (SRA) are very different from each other, thus evidencing the importance of carefully describing soil stratigraphy. Furthermore, the comparison among the surface records found for different return periods has shown a limited sensitivity of the SRA to the seismic intensity. 相似文献
63.
Yi-Feng Wu Hao Wang Ai-Qun Li Ben Sha Kai-Ming Bi 《Journal of Earthquake Engineering》2019,23(3):404-421
This article presents a statistical study on strength reduction factors for seismic-isolated bridges in far-fault areas. 1410 ground motions are selected and modified to be compatible with the recommended response spectra. Then, they are divided into 60 groups to investigate the effects of PGA/PGV ratios, soil conditions and post-to-pre-yield stiffness ratio. Results show that reduction factors are significantly affected by the PGA/PGV ratio, while the latter two items are not as important as the first one. Finally, an improved equation to estimate the reduction factor is proposed, and the accuracy of the equation is verified by additional records. 相似文献
64.
在剖析影响我国经济重心地域移动的主要因素中,本文着重分析探讨了社会经济因素对区域经济发展的影响,并提出了社会经济因素中六个亟待探讨的方面。 相似文献
65.
为了提高B72文物保护材料的耐光性能,采用高分子量受阻胺H622对B72进行物理共混改性。监测了改性材料老化前后的颜色、失重等参数的变化,并探讨了受阻胺的稳定机理。实验结果表明,经受阻胺H622改性后,材料的耐光老化性大大提高,红外光谱、接触角、失重、硬度等指标的变化明显较改性前降低。同时观察到老化近500h时,改性材料的颜色基本不变。受阻胺H622对B72的稳定作用是由于受阻胺吸收光能后转变为可以再生的氮氧自由基,能捕获B72老化降解产生的自由基,从而阻止B72降解反应的不断进行。由此可见,采用受阻胺H622改性B72是可行的,提供了一种延长B72寿命的新方法。 相似文献
66.
作为外语教学法流派中一支,全身动作反应法近年来引起了国内教育研究者和英语教师的关注,并被广泛应用于小学英语教学实践。本文简述其理论背景,典型教学案例,并总结了实行过程中需要注意之处,为发挥其优势,提高教学实践的结论提供了一定新思路。 相似文献
67.
本文采用反应谱分析法对西黄寺清净化城塔进行了地震安全性分析,找出其薄弱环节,得出对其结构抗震安全性评价有价值的结论。目前的反应谱分析多般基于线弹性应力应变模型,但结构一旦出现开裂,结构的应力应变关系将是非线形性的,若求解开裂结构的位移和应力,反应谱分析不再适用。但反应谱分析结果能够帮助分析人员找出结构的薄弱环节,判断结构在关键部位是否会出现裂缝以及其定性地判定裂缝开展的程度。从这个意义上讲,反应谱分析对结构的抗震分析具有重要的作用。 相似文献
68.
The cyclic response of R.C. hollow box columns, constructed as part of a typical single-column bent viaduct, built in the 1970’s in Central Europe, was studied both experimentally and analytically. Moderate displacement ductility capacity (between 3 and 4) was observed regardless of the column construction details, which are nowadays considered inappropriate for seismic regions. Standard analytical flexural models correlated with the experimental results quite well. Shear strength was estimated using the two methods included in the EC8 standards, as well as the method developed at the University of California, San Diego. Quite different results were obtained. The most accurate was the third method. 相似文献
69.
Raffaele Figini 《Journal of Earthquake Engineering》2013,17(5):567-584
The high-quality digital records of the Japanese KiK-net were examined, with the aim of studying the influence of local site conditions on the displacement spectral ordinates at long periods. The attention was limited to those records for which the velocity profiles up to 100–200 m depth were known, and corresponding surface and borehole accelerograms were available. Based on the available records and with the support of 1D numerical simulations, different aspects that may have an influence on the amplification of long period spectral ordinates were studied, including the bedrock velocity profile, the site classification using Vs,30, and the earthquake magnitude. Small amplification factors at long periods were found, ranging from 1 to 1.3, with median value from 1.05 to 1.1, for Eurocode 8 site classes B and C, respectively. Only for two records on soft soils (at the boundary between Eurocode 8 classes C and D), from small magnitude earthquakes, large amplification factors were obtained, up to about 4. A good correlation was found of the amplification levels with the response spectral ratio D(T0)/D(10), where D(T0) and D(10) are displacement spectral ordinates of the input signal at bedrock, at the fundamental period T0 of the soil profile and at T = 10 s, respectively. 相似文献
70.
Yoshimitsu Fukushima Luis Fabián Bonilla Oona Scotti John Douglas 《Journal of Earthquake Engineering》2013,17(5):712-724
We classify sites based on their predominant period computed using average horizontal-to-vertical (H/V) response spectral ratios and examine the impact of this classification scheme on empirical ground-motion models. One advantage of this classification is that deep geological profiles and high shear-wave velocities are mapped to the resonance frequency of the site. We apply this classification scheme to the database of Fukushima et al. [2003], for which stations were originally classified as simply rock or soil. The calculation of average H/V response spectral ratios permits the majority of sites in the database to be unambiguously classified. Soft soil conditions are clearly apparent using this technique. Ground-motion prediction equations are then computed using this alternative classification scheme. The aleatoric variability of these equations (measured by their standard deviations) is slightly lower than those derived using only soil and rock classes. However, perhaps more importantly, predicted response spectra are radically different to those predicted using the soil/rock classification. In addition, since the H/V response spectral ratios were used to classify stations the predicted spectra for different sites show clear separation. Thus, site classification using the predominant period appears to be partially mapped into the site coefficients of the ground-motion model. 相似文献