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静力荷载

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On this basis,a risk analysis is made on the reinforced concrete short column acted upon by a dead load;and then i...

在此基础上,对受静力荷载下的钢筋混凝土短柱进行了风险分析,进而阐明了构件抗力时变性对构件的风险率产生了不可忽视的影响。

Contrasts static analysis and modal analysis result, the value is accordant. Modal analysis replaced static analysis to evaluate the ultimate bearing capacity of structure of the bridge is feasible.

再对模型梁分别进行非线性静力分析和动力模态分析,得到各模型梁的荷载—挠度关系曲线以及荷载—频率关系曲线,分别通过静力和动力计算数据推定各模型梁的极限承载力,并对比由静力计算结果和动力计算结果推定的极限承载力,两者是一致的。

Firstly, the paper carried out test study base on the pseudo-static test under horizontal loads on four two-spanned model members of FSMRCSS, including three 1/2-scaled two-storeyed models and one 1/3-scaled three-storeyed model. By the test study, the paper analyzed the test results, including analysis on mechanical property of the constructure under vertical loads, and failure mode, deformation capacity, aseismic performance under horizontal loads and constant vertical loads. The paper also compared LFSWSUMS with FSMRCSS on aseismatic property.

本文首先对三个两跨两层和一个两跨三层的底部大空间框支密肋复合墙结构的1/2和1/3比例模型进行伪静力试验研究,通过对底部大空间框支密肋复合墙结构在竖向荷载及与水平低周反复荷载共同作用下的受力性能的试验研究,探讨了结构的变形性能、滞回耗能和破坏形态,并与框支砌体结构进行对比分析。

MOMENT RESISTANCE OF STEEL I-BEAM TO CFT COLUMN CONNECTIONS By Sing-Ping Chiew,1 Member, ASCE, Seng-Tjhen Lie,2 and Chao-Wei Dai3 ABSTRACT: This paper focused on investigating the moment resistance of steel I-beam to concrete-filled tube column uniplanar connections under monotonic static loading.

此刻,耐钢板I-BEAM钢管混凝土柱连接通过Sing-Ping成员,Seng-Tjhen,中国土木水利工程学刊,第1、2、Chao-Wei Dai3撒谎文摘:本文针对目前的研究对钢管混凝土抗I-beam钢柱uniplanar管钢管连接静力荷载作用下的单调。

Put forward the civil municipal centers design principle and method finically. Analysis for a civil center is described with a practical example. Selecting the structural and doing the design combine with the architectural drawing. Make a still analyze through vertical load and vertical load with seismic load.

通过一个实际算例说明市政中心结构空间的设计方法,并结合建筑布置,进行结构体系的选择、结构设计,通过考察结构在竖向荷载作用以及竖向荷载和地震力的组合作用下对结构进行静力分析。

Although the reinforcement technology has been applied widely in highway construction, there are many challenges in the field which puzzle highway engineer for a long time in China. Mechanical behavior and design method of reinforced subgrades in highways have been studied thoroughly based on

针对加筋土路基的关键问题,通过现场调查、理论分析、室内试验、数值模拟和现场测试,对加筋土路基的主要工程问题、静力荷载和行车荷载作用下加筋土路基的力学行为、加筋土路基的设计计算理论、方法和参数以及加筋土路基施工技术进行了深入系统的研究。

Bridge pile foundation in practical engineering are not only subjected to static load, but also subjected to wind loads, wave impact, seismic loads and other dynamic load.

在实际工程中,桥梁桩基不仅受到静力荷载的作用,而且还受到风荷载、波浪冲击力、地震荷载等动载的作用。

And the effects of temperature, slenderness ratio, section forms of rods and material characteristic on stability behavior were discussed.

根据弹性稳定理论研究了变截面杆在火灾环境下的静力特性问题,导出了火灾条件下变截面杆件的静力稳定临界荷载和临界长度计算式,讨论了温度、长细比、杆件截面形式、材料特性等因素对杆件稳定临界荷载和临界长度的影响。

In the traditional design method of breakwaters, breaking wave pressure whichapply to stability checking computations is considered as a static force, and dynamiccharacteristics of breaking wave and breakwater motion are neglected.

传统的防波堤设计中用于稳定性验算的近破波波浪力荷载均是按照静力荷载进行考虑的,没有考虑破碎波和防波堤运动的动力特性。

The finite element analysis and experimental study on bearing capacity of cast steel joint under static load are included in this paper.

本文对静力荷载作用下铸钢节点的承载力进行了有限元分析和试验研究。

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