Artificial ground motion compatible with specified ground shaking peaks and target response spectrum

来源 :地震工程与工程振动(英文版) | 被引量 : 0次 | 上传用户:wenthing
下载到本地 , 更方便阅读
声明 : 本文档内容版权归属内容提供方 , 如果您对本文有版权争议 , 可与客服联系进行内容授权或下架
论文部分内容阅读
This article describes a hybrid simulation method to generate artificial ground motion time histories that are compatible with specified peak seismic acceleration, velocity and displacement as well as the target response spectrum of absolute acceleration. First, based on traditional methods that match the target spectrum in the frequency domain, an initial acceleration time history was synthesized to satisfy the specified peak acceleration, target spectral acceleration and intensity envelope. Second, by using the inversion formula of the seismic input to a linear single-degree-of-freedom system and by superimposing a series of narrow-band time histories in the time domain, the initial time history is further modified to allow its peak velocity and displacement to approach the targets and improve its matching precision with the target spectrum.Numerical examples are provided to demonstrate that the proposed method achieves good agreement with the target values.
其他文献
介绍了城市道路平面交叉口竖向设计的形式、原则、方法,并通过具体实例对竖向设计进行进一步的解释说明,希望能够为竖向设计的具体工作提供指导与参考。
通过对影响旧路改造因素分析,介绍了旧路改造设计原则及旧沥青路面病害处理,并提出了几点设计要点。
我国经济在飞速发展,城市化进程加快,在城市中的地铁建设与城市建筑的整体规划及设计关系越来越密切,建筑师们也对地铁车站及其附近周围的建筑的设计问题越来越关注,特别是地铁出
The deformation process of H-beams was simulated by explicit dynamic FEM, and the influence of deformation parameters on the spread of rolling piece was obtaine
A number of finite element simulations were performed to analyze the in-plane crushing behaviour of aluminium honeycombs and the results are presented and discu
After a brief review of studies on artificial boundaries in dynamic soil-structure interaction, a three-dimensional viscous-spring artificial boundary (VSAB) in
To model the damage process of masonry walls under blast loading,a dynamic continuum damage material model is constructed for brick and mortar separately.The de
In order to define the loading on protective doors of an underground tunnel,the exact knowledge of the blast propagation through tunnels is needed.Thirty-three
Two numerical simulations were performed to investigate the protective effect of the foam cladding.One simulation is based on a previous experimental study,whic