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- A nonlinear finite element analysis of 4 RC deep flexural simply supported beams with the program VT2 is presented. 摘要使用基于扰动应力场模型的非线性有限元程序VT2分析了4个深受弯简支梁的受力性能。
- The shaft of Fig. 3-33 is simply supported at A and B and is keyed against rotation at A. 图3-33的轴被简支在A和B上，并在A处用键固定防止转动。
- C.Z type purlins serve as components of mainbody in simply supported or continuous way, There are materials with Q235 grade of strength. 型钢以简支或连续方式作为主体结构上的构件，一般赛用Q235强度等级材料。
- In this paper, twenty-seven simply supported beams, strengthened by different kind and number of plies of FRPs, are tested. 试验结果表明，加固纤维与原梁相结合形成组合构件，使纤维布与原梁一起参与受弯作用；
- Free vibration analysis of simply supported FG cylindrical shells for four sets of in-plane boundary conditions is performed. 摘要：对四组带平面内边界条件的简支梯度柱形壳进行自由振动分析。
- The breakage types of crossbeam of simply supported T beam mainly embodied with three aspects,not coplanar,height difference and damaged. 梁横向连接病害主要表现在横隔梁不共面、横隔梁错台、横隔梁破损。
- A new superposition method for deflections of beams is suggested.A simply supported beam can be turned into a cantilevered beam. 摘要目的提出一种弯曲变形叠加的新方法。
- The nonlinear deformations of simply supported,fixed supported and cantilever piezoelectric laminated beams were studied under strong electric field and mechanical force. 本文研究简支,固支和悬臂压电层合梁在强电场和机械荷载联合作用下的非线性变形。
- As for simply supported circular plates under linear and uniformly distributed load,This paper calculate the plastic limit load by applying unified strength theory(UST). 对于线性和均布荷载共同作用下的简支圆板,本文采用统一强度理论对其进行了塑性极限分析。
- So slip elect of the simply supported composite beams will be studied in this paper by theoretical analysis、experiment studies and Systematic nonlinearity simulation analysis. 因此，本文通过理论计算、试验研究和系统的非线性数值模拟分析对简支组合梁的滑移效应进行了研究。
- In the mechanics, the class of problems describes the deformations of the elastic beam, of which an end is simply supported and the other is clamped by sliding clamps. 在力学中，这类边值问题描述了一端简单支撑，另一端被滑动夹子夹住的弹性梁的形变。
- To illustrate the idea of such a smart prestressing system, a model with the self-adapted function is designed and tested, in which the simply supported girder bridge is applied. 为了验证微挠度桥梁实现的可能性，作者设计微挠度简支梁模型并实现了上述的控制思路。
- The free vibration of rectangular plates is studied in this paper,with the two opposite edges of the plates simply supported,and the other two edges symmetrically point-supported. 本文研究两对边简支、另两对边多个对称点支矩形板的横向自由振动问题,将点支矩形板的自由振动视为支点反力作用下的强迫振动,得到了用支点反力表示的矩形板自由振动的振型函数;
- A new approximate formula for the large deflection problem of compression bar with two ends are simply supported is obtained,by the use of Ritz-Galerkin method. 通过非线性振动中常用的里兹-伽辽金法,推出了两端铰支压杆大挠度问题的一个新近似公式,计算结果表明具有较高的精度。
- Abstrcat>The article analyses the structure character of simply supported skew beam rectangle aqueduct and deduces the calculation formula of internal force and bearing force. 分析了简支梁式斜交矩形渡槽的结构特性,推导出了其内力及支反力的计算公式,并与正交渡槽的受力特性进行了比较。
- New equation is derived from an object function by means of initial values af-ter the differential equation of deflection in the simply supported beam with step func-tion,and dirac function is laplace transformed and inverse transformed. 本文对含有阶梯函数、Dirac函数的简支梁挠曲线的四阶微分方程进行Laplace变换，然后再进行逆变换，求出原函数，最后利用边界条件推导并建立连续梁的新三弯矩方程。
- And, springback of member bar and straight beam is simulated by finite-element program software ANSYS. Both of the springback energy theory and the finite-element method are verified by a springback test of simply supported beam. 将其结果和用有限元通用计算程序ANSYS软件对杆件和直梁的回弹进行模拟计算的结果加以比较，以及通过做一个简支梁的回弹试验来验证回弹能量原理及其有限元法的正确性。
- A large computer program, named 3DPLATE, is developed with FORTRAN Powerstation . With 3DPLATE, 6 simply supported square plates. 5 clamped rectangular plates and 1 corner-supported plate are analyzed. 用FORTRAN语言编制了大型的计算机程序3DPLATE，并对6块的四边简支方板、5块四边固支矩形板和1块四角支承板进行了计算分析。
- In order to control sound radiation from a baffle in sonar equipment excited by vibration and noise from a ship, the baffle was modeled as a simply supported rectangular thin plate and its radiation characteristics were analytically investigated. 摘要为抑制声呐设备中障板受舰船振动、噪声激励而产生的声辐射，将障板转化成简支薄板模型，分析其在谐波激励下的声辐射。
- Crack development and failure modes, longitudinal reinforcement strain distributions and load-deflection curves were compared as a result in order to evaluate the validity of the disturbed stress field model to analyse such deep simply supported beam. 通过与试验结果的对比，在开裂形态、破坏形式、纵筋应变分布及荷载位移曲线等局部与整体反应层次上，评价了扰动应力场模型模拟深受弯简支梁受力性能的适用性。
