etabs

Analysis of performance of reinforced concrete frame structure with staircase based on ETABS

基于ETABS的钢筋混凝土框架与楼梯共同工作性能分析

Seismic Responses Analysis of Skew Multi-Ribbed Frame Structure Based on ETAbs

基于ETABS的斜交密肋框架结构地震反应分析

Application of ETABS software in the project design of long cantilever or sandwich floor

ETABS软件在长悬臂及带夹层工程设计中的应用

A Study of the Dynamic Response of Twin-tower Tall Building Based on the Structure Analysis Software ETABS

基于ETABS的双塔楼高层建筑结构动力特性研究

A finite element etabs program used to dynamic time history analysis was developed to analyze the character of the structure .

为此，借助有限元分析软件etabs对结构进行动力时程分析。

In the seismic analysis and design , SATWE program is used as well as the ETABS is adopted as verify .

对于转换层及转换桁架等复杂构件采用有限元程序进行分析。

Simulation analysis of the new type isolated structure model is implemented using ETABS . The results show that , the new type isolated structure has good damping effect .

对新型隔震结构模型进行振动台试验，并用ETABS软件对其做仿真分析，结果表明新型隔震结构起到了良好的减震效果。

The finite element software ETABS is used to establish 3-dimensional space analysis model of 12-layer asymmetric structure with fluid viscous dampers .

运用有限元软件ETABS建立某12层不规则框架结构的三维有限元空间模型，并在该模型的基础上设置粘滞阻尼器。

This paper uses ETABS software to set up the equivalent column model of a 1:2.8 CS panel experimental structure and carry out Pushover analysis to the model .

利用ETABS软件建立一CS板式结构试验模型（1：2.8）的等代柱计算模型并对其进行Pushover分析，分析结果与试验结果基本一致。

It analyzes inner force and deformation of large frame under vertical load in construction through ETABS , and puts forward analytic method for construction course of high - large frame .

通过ETABS这种商用软件，对巨型框架考虑施工过程在竖向荷载作用下的内力和变形进行了分析，提出了高层巨型框架模拟施工过程的分析方法。

The effect of the secondary internal forces of horizontal members were studied by applying the deformations on the vertical members in ETABS model of the Shanghai Tower .

并将竖向变形施加到ETABS整体模型中的相应构件中，考察由于竖向构件之间的差异变形在相应的水平构件中产生次内力情况。

The main contributions in this paper are as follows : Firstly , modal parameters are obtained by modal analysis in ETABS . It proves the accuracy of the structure model .

论文的主要工作有以下部分：首先采用ETABS对结构进行模态分析得到结构的模态参数，通过模态参数来验证结构模型的正确性。

Different schemes of a 60-story frame-core wall structure were analyzed with ETABS , which are obtained by changing its horizontal outrigger and belt elements .

对一60层的框架-核心筒结构通过改变水平伸臂构件、环带构件的设置情况而形成的不同结构方案，采用常用结构设计的三维有限元分析软件ETABS分别对其分析计算；

By using the different calculation models of SATWE and ETABS of finite element , the elastic and plastic properties of the high-rise connected structure are analyzed and calculated in details .

以一高层连体结构为例，采用不同计算模型的有限元计算分析程序，对该结构进行详细的弹性及弹塑性计算分析。

By using the Section Designer of ETABS , the mechanical behavior of steel reinforced concrete mega-columns with biaxial eccentricity in a super high-rise building was checked .

利用ETABS截面设计器对某超高层建筑巨型型钢混凝土柱截面进行了双向偏心受压校核分析。

Finally An example is the calculation with the finite element Etabs analysis and comparative data , which were taken into account deformation foundation cooperative analysis , second-order analysis , and overall stability of the impact of some conclusions .

最后通过算例分析并与有限元分析软件Etabs对比数据，得到了地基变形对斜交建筑结构协同分析、二阶分析和整体稳定分析影响的一些结论。

It is introduced the principle and development of static elastic-plastic analysis both at home and abroad . It is also analyzed the staggered truss system by means of finite ETABS and evaluated the anti-seismic behavior of the system .

在介绍此方法的基本原理和国内外发展状况的基础上，运用有限元程序ETABS对新型结构体系&钢结构交错桁架体系进行分析，从而评估得到混合型交错桁架的抗震性能。

Simulation analysis of reinforced structure model is implemented using ETABS . The results show that , reinforced structure can delay the occurrence of crack . ( 5 ) Shaking table test is carried out for the new type isolated structure model .

对抗震加强结构模型进行振动台试验，并用ETABS软件对其做仿真分析，结果表明抗震加强结构提高了结构的强度，推迟了裂缝的出现。

In this paper , inelastic static pushover analysis of a complex high-rise steel structure is completed by using ETABS program . In addition , comparison of four lateral load patterns on the results of pushover analysis has been studied .

利用ETABS对一复杂高层钢结构进行了静力弹塑性pushover分析，对四种加载模式下结构的pushover分析结果进行了对比研究。

The merit and the limitation of ETABS and PUSH program are also pointed out , the method of equivalent columns taking the place of walls in ETABS is made further investigated on the basis of document 2 .

在文[2]的基础上，进一步阐述了在ETABS程序中利用等效柱代替墙进行弹塑性分析的方法。

The mechanics and deformation of the structure is obtained by modal contribution response spectrum method , which is liable to appoint plastic hinges for the building . Secondly , nonlinear behaviors and performance indexes of structures under heavy earthquakes are also obtained through the ETABS in the thesis .

通过振型分解反应谱法得到了结构的受力和变形特点，为塑性较的位置指定提供了方便。