Because of the difference of loading way and load transfer mechanism , its transferred result has some deflection with traditional load test 但因加载方式与桩身实际受力状态的不同以及荷载传递机理的差异，使得测试结果与传统静载存在一定的误差。
A new and proper finite element model for special shaped frame structure analysis is presented . the 3 - dimension bar element is introduced in this paper 结构整体分析中的梁单元和柱单元采用了空间三维杆单元，可更为真实地反映出结构的受力状态。
The horizontal shear strength of the exterior reinforced concrete beam - column joints is analyzed by the stress of the conterminal beam and column 摘要针对钢筋混凝土框架结构，根据与框架外节点相连的梁、柱构件的受力状态，分析了外节点核心区所受水平剪力。
So , how to reasonably determine cable forces to make the suffered force state of the cable - stayed bridge rational has become the key point in the design of the cable - stayed bridges 如何合理地确定索力，使斜拉桥处于合理地受力状态下，已成为斜拉桥设计中的关键问题。
The measuring point locations are defined according to the analysis result under different load condition . all the points can reflect the actual loads of the trolley 测点的布置依据分析计算中不同工况下受力情况而定，原则上使测点能反映出台车在使用中的真实受力状态。
This paper , on the basis of analyzing accurately guiding drilling rod receiving strength state , stresses are calculated , has put forward the computing technology of project 本文在正确分析了导向钻进中钻杆的受力状态的基础上，进行了钻杆应力计算，提出了工程计算方法。
According to principle of damage mechanics , the damage characteristics of ferrite nodular cast iron under uniaxial stress has been studied through measuring electric resistance 摘要根据损伤力学的基本原理，利用测量电阻的方法，研究拉伸受力状态下铁素体球墨铸铁的损伤力学特性。
The paper brings forward an effective method to design transfer floor structure . with convenient application , it can be used coincidently with high - rising buildings in fact 本文所作的工作旨在提出一种较为有效的方法来设计转换层结构，使其既能符合转换层的实际受力状态，又能方便设计工作者的应用。
Different section internal force of structure can be calculated by post procedure drawn up in this thesis . internal force chart of section can be automatically drawn when imported autocad 本文利用编制的后处理程序计算结构的内力，通过autocad接口绘制计算截面的内力图，分析评价进水塔结构的受力状态。
The tank model with scale of 1 : 5 is built and model test is carried out . by dimension analysis , resemblance between archetype and model is confirmed . 2 设计制作了比例系数为1 ： 5的罐体结构模型；通过对影响平台罐体受力状态的各主要物理量的量纲分析，确定了模型与原型结构的相似性；并进行了模型试验。
