time-history method

It analyses of irregular buildings ( T and U) with consideration of floor deformation by time-history method.

同时用时程分析方法计算分析了T型和U型平面非规则结构的楼板变形动力特性。

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This paper systematically analyses the basical principle of static force method, response spectrum method and time-history analysis method as well as their implement procedures and scope of application.

系统地分析了静力法、反应谱法以及时程分析方法的基本原理、实施步骤以及适用范围，并最终选取了时程分析方法。

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Then time-history analysis method to solve the structure of the internal forces under earthquake.

利用时程分析方法求解地震作用下结构的内力。

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This paper calculates the response of two different bridges with the two method& capacity spectrum method and non-linearity time-history method, and compares the two responses for each bridge.

本文以两座振动特性不同的连续刚构桥为例，分别运用能力谱计算方法计算结构的响应，并与非线性时程分析的结果进行比较。

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The time-history analytical method of earthquake response to hybrid masonry-concrete structures strengthened with CFRP is presented.

建立了CFRP抗震加固底部框架砌体结构地震反应时程分析的方法。

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Moreover, vertical seismic response analysis of stiff cable structures is carried out via time-history method. Under three kinds of natural earthquake waves, the results of time-history curve of vertical maximal displacement as well as time-history curve of maximal initial force are presented.

采用时程分析法进行竖向地震反应分析，计算输入3种地震波时结构竖向位移最大节点的位移时程曲线、内力最大的杆件内力时程曲线。

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Story acceleration under subway vibration was calculated using both simplified calculation method with single particle and elastic time-history method. Story acceleration time-history curve was changed into decibel by program of vibration comfort degree and comfort degree was evaluated according to limit values of national codes.

分别采用单质点简化计算方法和弹性时程分析方法，计算结构在地铁振动下的楼层加速度，并根据隔振减噪效果进行舒适度评估。

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The seismic action analysis under frequent earthquake and rare earthquake of the structure was finished using time-history method.

采用时程分析方法，分析结构在多遇及罕遇地震作用下的响应。

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The nonlinear analysis of reinforced concrete shear walls includes static analysis method, time-history analysis method and Push-over analysis method.

剪力墙结构的非线性分析方法主要有静力法、动力时程分析法和侧推分析方法（即Push-over分析方法）。

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The response spectrum method of computing seismic response and the time-history analysis method have similar analysis result.

必分别采用振型分解反应谱法和时程分析法进行地震作用计算，两种方法所得结果基本一致。

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Seismic responses of railroad curved-girder bridge were treatment using the time-history analytic method.

笔者在文中利用时程分析方法对铁路曲线梁桥地震响应进行了分析。

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Compared with time-history method the policy can increase the yearly power benefit of the cascade system by 3. 5% and the reliability requirement of electric generation.

与时历法相比，按该策略运行时梯级系统的年效益可提高3.5%，且发电保证率亦有提高。

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Research on the Seismic Response Behavior of Cylindrical Latticed-Intersected-Three-Dimensional-Beam-System Reticulated Mega-Structure by the Time-History Method

圆柱面巨型网格结构地震响应时程分析

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Damping coefficient and damping exponent are chosen as two main parameters, whose sensitivity is discussed through non-linear dynamic time-history method.

利用非线性动力时程分析方法，对阻尼系数和阻尼指数进行了参数分析，并对阻尼器的布置位置进行了探讨。

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Mode analysis response spectrum method and elasticity time-history method were used to calculate earthquake effect for three structures, and the result of time-history analysis adopt envelope of the maximum value.

对三种结构分别采用振型分解反应谱法和弹性时程分析法计算地震作用效应，时程分析结果取最大值的包络。

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The time-history method in combination with damper coefficients and their associations was employed to compare and analyze the bridge response results in terms of the inertial forces of key sections and displacement of key positions.

针对不同粘滞阻尼器阻尼系数以及阻尼指数组合，采用时程分析方法，比较分析了结构主要构件和部位的内力及位移地震响应结果。

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By using the time-history analysis method, the seismic response equation of the single pile platform with the TMD is also analyzed.

同时采用时程分析方法对安装TMD的独桩平台地震反应方程也进行了分析。

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The time-history analysis method has been employed to solve dynamic problems.

动力问题采用时程分析法。

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Based on the analysis of natural vibration character, this paper studies the seismic response of cable-stayed and self-anchored suspension bridge is analyzed by the response spectrum method and time-history method.

在自振特性分析的基础上，通过反应谱法和时程分析法计算了自锚式吊拉组合索桥的抗震反应。

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A single-layer steel structural workshop in Shanghai was analyzed using the nonlinear time-history method.

以上海某机械有限公司单层钢结构车间为例，对其进行了多地震非线性动力时程分析。

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Time-history analysis method studies of structure under multi-support excitation

结构多点激励时程分析方法研究

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By means of member-storey model, a new method is proposed to study the time-history reliability of aseismatic structures under frequent earthquake. The improved pseudo variable method for static reliability analysis of structures, finite element techniques and time-history analysis are adopted in the new method.

采用杆系-层模型，将计算结构静力可靠度的改进虚拟变量法与常规有限元法及时程分析法相结合，建立了小震作用下结构时程可靠度分析方法。

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When using time-history analysis method to study the seismic responses of bridge structure, the selection of inputting waves is very important.

用时程分析方法来分析桥梁结构地震响应时，地震波的选择合适与否决定了分析结果的稳定性及可信性。

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The time-history analysis method for the deformation capacity reliability of Aseismic Structures

抗震结构变形能力可靠度的时程分析方法

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It is also analyzed the dynamic time-history response of ACMR by programming the FEA program using Wilson method and Newmark method, and the conclusion above is testified.

采用威尔逊法和纽马克法编制有限元计算程序，分析这种结构的动力时程反应，验证了上述结论。

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In this paper, response spectrum method and linear time-history method are used to analyze aseismic property of this bridge. Results show that this bridge has excellent aseismic property.

分别采用反应谱法和线性时程法对其进行了抗震分析，结果表明，本桥能够满足抗震要求。

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The step-by-step integration procedure is adopted to analyze the dynamic response of circular bird-nest-patterned grid structure under common earthquake, compared with analysis result by Vibration shapes-separation-spectra-method, the conclusion that time-history method should be adopted to analyze dynamic characteristic of this structure is obtained.

采用时程分析法分析该结构在常遇地震作用下的结构响应，同时与反应谱分析结果作比较，得到了该种结构体系应采用时程分析法进行动力分析的结论。

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At last, time-history analysis method is selected. ( 2) Research on the characters of seismic response of arch bridge.

拱桥地震反应特性研究。

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In order to understand the earthquake resistant safety of the dam, the aseismic strength of the dam is verified both by response spectral method and time-history method.

为了了解大坝的抗震安全度，用反应谱法和振型迭加法对坝体的抗震强度进行了校核。

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In other ways, the great deal of time consumption makes it difficult to apply the time-history method to calculate the response and evaluate the seismic resistance of the long-span spatial structures.

然而时程分析法计算地震激励下规则大跨度刚性空间结构的响应和进行抗震性能评估时，设计和分析人员面临着计算工作量大、耗时长等困难，使得抗震评估较难掌握和实施。

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