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The program consists of three modules:(1) Seismic response analysis module, which can compute the effect of multiple-support excitation, nonlinear behavior such as geometrically-non-linear behavior、inelastic behavior and nonlinear connections, nonproportional damping, soil-pile-structure interaction, etc;(2) Seismic resistance check module;(3) Post-processing module.

该程序主要包括三个模块:(1)地震反应分析模块,可以考虑多点激振,非线性(包括几何、材料、支承连接条件的非线性)、非比例阻尼、桩-土-结构相互作用等;(2)抗震能力验算模块;(3)后处理模块。

This software can perform the calculation of bearing capacity of the basement;automatic choose between round and ringy foundation .

可以进行地基持力层承载能力计算、软弱下卧层验算、地基沉降、倾斜计算。

On this basis, playing the analysis and research of elastoplastic properties to this type structure, there are the following contents: Firstly, using the EPSA static elasto-plastic analysis software,carries on analysis checking under frequently occurred and seldomly occurred earthquake of 7, 8, 9 degree, and achieves the curve of force-deformation, and judges strength performance and ductility quality of the whole structure .

在此基础上,对本类型结构进行弹塑性性能的分析研究,有如下内容:一、用EPSA静力弹塑性分析软件对结构在7度、8度、9度的多遇及罕遇地震进行了分析验算,并得出力-变形曲线,判断整个结构的受力性能和延性好坏。

The main contents are as follows. By the experiments of two joints under low-reversed cyclic loading, the paper analyzes the failure pattern, energy dissipation, ductility and cracking in the joint cores, evaluates the seismic performances and anti-crack behaviors of the joints, and deduces the anti-crack formula of the subassemblage and prestressed frame joint. Through the finite element analysis software Ansys , the paper analyzes the specimens nonlinearly, and the theoretical analysis results are well consistent with those of the experiment.

主要内容包括:通过两榀节点在低周反复荷载作用下的试验,分析其破坏形态、耗能能力、延性性能和节点核芯区裂缝开展情况,评估节点的抗震性能和抗裂能力,推导出预压装配式框架节点的抗裂验算公式;并运用Ansys对试验中的节点进行了非线性分析,计算结果与试验结果基本吻合。

Recently the roadway engineering byelaws has already been carried out in our country, the execution instance for which is also been checked in the design phase. So establishing design check institute that auditing design files termly is a tarnal important phase in the pre-jobs of the project.

最近,我国《工程建设标准强制性条文》已颁布实施,设计验算阶段对工程设计的强制性条文执行情况也要进行必要的复核和审查。

This paper carries out the study on the cause of the upper accident, and collates the result by theorical computation.

针对该工程的现状,论文作者分析了事故产生的主要原因,并进行理论验算

To establish the physics model of conductivity property in copper-clad and tinning copper-clad steel wire,give the way of calculating the basic parameter of them through design of plating technology and extract plating machine,meanwhile being checked by a set of test data,it shows that theory calculation results consist well with test results.

建立了铜包钢线及镀锡铜包钢线导电特性的物理模型,给出了电镀工艺和引镀机设计中计算铜包钢线及镀锡铜包钢线基本参数的方法,并用一组实验数据进行验算,结果证明理论计算和实验结果具有很好的一致性。

On the basis of engineering experience,the construction technologies for translatory moving by gasbag,transportation by semi-submerged and intallation of caissons are discussed.

结合某码头工程施工的实际情况,对沉箱气囊平移出运、半潜驳运输及安装的施工技术进行探讨,对出运气囊的布置、顶升气压计算、牵引系统布置及沉箱下水滑动安全验算进行了详细介绍,并提出保证安全与质量的计算模式和措施

Secondly, taking unstiffened plate as an example, the paper applies finite element analysis to checking the validity of buckling assessment equivalent formulae of CSR including JTP and JBP, carries out comparison between JTP and JBP Rules in buckling strength assessment, and analyzes the main reasons for error. The paper also provides reference for the harmonization of Common Structural Rules.

其次,以非加筋板为例,应用有限元方法验算了共同结构规范中对屈曲强度进行等效计算的有效性,并比较了共同结构规范中JTP规范和JBP规范对屈曲强度校核的不同点,分析了规范中造成误差的主要原因,为规范的进一步调整提供了参考。

In regard to additional resistance losses, which are at variance with the law...

文中引用了国内外有关实际资料对新公式进行了验算

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In the negative and interrogative forms, of course, this is identical to the non-emphatic forms.

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