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- Amending method with consideration of effects of soft interbedded layer and li-quefaction layer on site index and design earthquake response spectrum is aiso presented. 对于场地土层中含有软弱夹层或液化土层的情况，本文还给出了考虑这些影响因素，对场地指数或设计地震动参数进行修正的方法。
- As a result, the earthquake coefficients of the 3-storeyed or lower wood-framed houses are proposed to adopt the maximum value of the earthquake response spectrum curve. 建议针对3层及以下的轻型木结构房屋，地震影响系数直接采用反应谱曲线中最大值。
- Earthquake response and earthquake action of single degree of freedom structure with TMD and the add-layer is discussed systematically on the basis of actual design response spectrum. 摘要运用复模态方法，以我国现行设计反应谱为基础，对单自由度TMD和“加层”减震结构地震响应及地震作用取值问题进行了系统研究。
- earthquake response spectrum analysis 地震响应谱分析
- Distribution of earthquake response spectra factors in Tangshan city 唐山市地震反应谱参数分布
- EARTHQUAKE RESPONSE SPECTRUM OF SLIDING BASE SEISMIC-ISOLATION SYSTEM 基础滑移隔震体系的地震反应谱
- Computation Formulas of the Earthquake Response Spectra Based on Parabolic Interpolation Method and the Analysis of Its Precision 基于抛物线内插的反应谱计算公式及其精度分析
- earthquake response spectra 反应谱
- earthquake response spectrum 地震反应谱,地震响应谱,地震应谱
- The variations of amplitude of earthquake acceleration, normalized response spectrum (NRS) and bi-normalized response spectrum (BNRS) with depth were evaluated. 结果表明，地震动加速度幅值随深度的增加而减小，在浅层的变化速度较快。
- Combining with FEM method,the deposit slope stability analysis under earthquake action is performed with the response spectrum method. 采用反应谱法考虑地震作用的动力特性,使用有限元方法,分析地震作用下崩塌堆积体边坡的稳定性;
- UNCERTAINTIES IN SITE EARTHQUAKE RESPONSE AND THE WAY OF ITS PROCESSING? 场地地震反应分析中的不确定性及其处理方法?
- To validate the procedure, the response spectra and lime histories recorded at three near fault stations MCN, LV3 and PCD during the Northridge earthquake in 1994, are compared with the simulated ones. 为了验证方法的可靠性,对1994年美国北岭地震中3个近断层台站MCN,LV3和PCD模拟的地震动与实际记录的加速度反应谱和时程作了比较。
- T. Igusa &A. Der Kiureghian “Generation of Floor Response Spectra Including Oscillator-Structure Interaction” Earthquake Engineering and Structural Dunamics, Vol. 13, 1985, pp. 661-676. 龙应腾“结构内设备之动力反应分析”国立台湾大学土木工程学研究所硕士论文，田尧彰教授指导，民国76年6月
- Several translational and rotational inelastic response spectra are constructed based from the proposed modal stick. 在本研究中，利用两个自由度的振态杆状模型建立平移与旋转的非弹性反应谱。
- Soil dynamic parameters, including dynamic shear modulus ratio and damping ratio, have important effects on the earthquake response of soil layer. 摘要土动力学参数即土的动剪切模量比和阻尼比，对土层地震反应分析结果有重要影响。
- Hu Weibing, The Earthquake Response Analysis of Isolation Structure with Piezoelectric Friction Damoper, Proc. Of IMAC-XXVI Conference,2008,2. 胡卫兵，电摩擦阻尼器半主动控制下的钢结构塔的地震反应分析，振动与冲击2007，8.
- A model used PGA, PGV and PGD for calibrating seismic response spectrum was introduced. 介绍了用地面峰值加速度(PGA)、峰值速度(PGV)和峰值位移(PGD)三个参数标定设计地震反应谱的模型。
- The paper has associated the earthquake response of steel tower with long span under multi-point inputs by time domain analysis. 文章采用时程分析方法详细研究了多点地震输入对大跨度钢结构电视塔的影响程度。
- Cushioning pads of computers is required to design according to the boundary curves of shock response spectrum (SRS). 摘要电脑的缓冲垫要求按冲击响应谱的破损边界曲线进行设计。
