In this paper, the influence of section width on structural behavior of high strength concrete (HSC) bending members is investigated.
研究截面宽度对高强混凝土受弯构件性能的影响。
The discrepancy between current design methods and actual structural behavior is due to the design methods ignoring membrane action of the floor slab.
现行设计方法和实际结构性能之间产生这种差异是由于设计方法中忽略了楼板的薄膜作用。
Based on the analysis, the structural behavior and the collapse mechanism of the joint are further understood. The result can be referred for future design.
通过有限元分析，进一步了解到该节点的受力性能和破坏机理，其分析结果可供设计参考。
The structural behavior of cellular voided slab was analyzed by finite element method, difference between cellular voided slab and ribbed or waffle slab was pointed out.
采用有限元法对比分析了蜂窝式空心板的受力特点，指出了蜂窝式空心板与密肋楼板和井式楼板受力机理的不同。
In order to survey the structural behavior and the safety during the construction, stress measurements of the tied beam and spatial analysis of the structure are carried out.
阐述了该桥的预应力施工技术，分析了桥梁在施工各阶段的受力特征，并结合系梁的实测应力，对施工过程中的结构安全性进行了评价。
As a kind of non-evenly braced composite rotating thin-walled shell structures, the structural behavior and failure criterion of column supported steel silo are very complicated.
作为一种非均匀支承条件下的组合旋转薄壳结构，柱支承筒仓的受力性能与破坏准则相当复杂。
Structural analysis in construction can reflect structural behavior and can ascertain reasonable state of different segment so as to give prediction and monitoring in construction.
施工过程的结构分析可以反映施工过程中的结构行为，同时还可以确定结构各个阶段的合理状态，以便为桥梁施工过程中的预测和监控提供依据。
In this paper, the stability of construction for the bridge is studied by the method of time variation mechanics, and it describes well the structural behavior during construction.
本文按时变力学分析方法，研究了大跨度拱桥的施工稳定性问题，较好地模拟了施工过程的结构行为。
The results of analytical investigation on the flexural strength and structural behavior of unbonded prestressed concrete (UPC) beams with various material strengths were presented.
给出了不同材料强度的无粘结预应力混凝土(upc)梁抗弯强度和结构性能的分析研究结果。
The paper focuses on the structural behavior of this type of structure that is thoroughly studied by analyzing the results of the model test and comparing them with the theoretical ones.
重点是通过对试验结果的分析以及与理论计算的比较，全面研究了结构在多种工况下的结构行为。
The Introduction module is divided into two topics: Structural Behavior and Wind Loads.
导言模块分为两个主题：结构性能和风荷载。
Structural behavior is evaluated from story drift ratios obtained through nonlinear time history analyses.
结构的性能由非线性时程分析所得到的结构的层间位移角来衡量。
Structural behavior is evaluated from story drift ratios obtained through nonlinear time history analyses.
结构的性能由非线性时程分析所得到的结构的层间位移角来衡量。
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