剪力

词组短语

shear force · shearing force

与剪力相关的网络例句 [注：此内容来源于网络，仅供参考]

Based on the analysis of mechanism for joint region, the "frame-wall" and "aslope compression stub column" mechanical models and yielding patterns of core zone of the joints are set up. The shear load-carrying formulation for joint core zone is also given in terms of plastic ultimate analysis. And then, the comparisons between the formulas given in this paper and that of Chinese Design Code and nonlinear FEM as well are presented.

对节点核心区的抗剪，通过受力机理的分析，建立了钢"框架剪力墙"加混凝土斜压短受力体系及其屈服机制，根据塑性极限分析，给出了节点核心区抗剪承载力计算的迭加公式，《规程》公式和非线性有限元近似模拟分析结果进行了比较。

Moment and shear geometric sequence method is based on moment and shear distribution method.

本文所介绍的弯矩剪力等比数列收敛法是以弯矩剪力分配法为基础，通过采用适当的弯矩、剪力的传递方式。

By equivalent principle, formulae for all equivalent main force, main moment and shear center of the distribution shear and the result of numerical simulation were given. Finally relationship between dynamic shear and static shear was presentedatoo.

应用力系等效原理，给出分布剪力的等效主矢量、主矩和剪力中心表达式及数值模拟结果，以及动态体表剪力与静态体表剪力的关系。

Through making diagrams using matlab program ,first we must know submits the shearing force coefficientα_s, the space characteristic Tg, stiffness concern a modulusβ, biggest shearing force coefficientα_.Then we can get shaking tier of base shearing force modulusαand shaking tier of displacement across D, which will define structure basis shearing force F_ and verify if structure displacement D satisfy standard structure request displacement . Therefore, the designer can estimate the earthquake reaction of the composite base isolation structure directly.

通过matlab编程，制作图表，在给定屈服剪力系数α_s，场地特征周期T_g ，刚度关系系数β，最大剪力系数α_情况下，可得到隔震层基底剪力系数α和隔震层位移D，从而确定结构基底剪力F_，并验证结构位移D是否满足规范结构要求位移，设计人员可以直接估算出复合隔震结构的地震反应。

The dynamic characteristics of R/C slab column-shear wall structures with and without spandrel beams and frame-shear wall structures are analyzed and compared with finite element method when its span and story number are changed.

采用有限元方法，改变结构的跨度和层数，对无边梁的板柱-剪力墙结构、带边梁的板柱-剪力墙结构和框架-剪力墙结构的动力特性进行对比分析。

So, the factor of shear lag of box girder is researched by using the principle of the stationary value of the total potential energy, FEM and model test.

针对箱梁剪力滞效应研究不完善的现状，本文对箱梁剪力滞效应应用最小势能原理、有限元法和模型试验进行研究，并探讨了剪力滞效应的影响因素。

Based on the results from a series of simple shear tests for simulation a reinforced cut -- off slope with steelbars, this paper proposes a calculation method to evaluate the shear resistance and effect of the reinforcing materialsinvoking the theory of the lateral resistance of foundation pile.

本文在综合分析插筋补强土体剪切试验基础上，参考横向受力桩所受剪切力的计算方法，提出了用于评价插筋横向抗剪作用及其产生的补强效果的理论计算方法；并据此计算方法对试验条件下插筋在变形不连续面位置的剪力及由此剪力产生的抗剪补强效果进行了计算；然后将计算结果与试验的实测结果进行了分析对比，结果表明理论计算方法在一定的土体变形范围具有良好的精度和适用性。

With reference to the Shanghai Changjiang River Bridge Project, the three-dimensional finite element model is used to calculate the shear forces of welded studs in anchorage zone of steel and concrete composite pylon of cable-stayed bridge under the action of stay cable forces.

结合上海长江大桥工程，采用空间有限元模型，计算在抖拉索索力作用下钢－混凝土组合索塔锚固区焊钉的剪力，分析焊钉竖向剪力、横向剪力和合剪力分别在索塔竖桥向和横桥向的分布规律。

This study uses plate shear instrument that can produce a plate shear and record both torsion and settlement simultaneously. Radius of specimen ring is 10 cm. Height of the specimen is 10.5 cm. The plate shear tests were carried out with initial relative densities 30%. Fine contents 5%~35% of Mai-Liao sand , fine contents 0%、20% of Vietnam-sand, fine content 0%、18% of Ottawa-sand. Reversal and one-way shear, normal stresses 7 kPa~100kPa.To measure settlement and try to get a relative density and to measure cone resistance value after plate shear.

本研究系利用可施加盘转剪力并同时记录扭力与沉陷的圆盘剪力仪进行实验，土样环半径为10 cm，土样高度为10.5 cm，初始相对密为度为30%、细料含量为5%~35%之麦寮砂、0%及20%之越南砂、0%及18%之标准砂，进行单向及往复式盘转剪力试验，载重为7 kPa~100 kPa，试验后量取沉陷量，求得盘剪后之相对密度，并量测盘剪后之圆锥贯入阻抗值。

Also, triple-line skeleton curve was obtained, which provide base for analyzing this kind of shear walls.

其次通7片纵横配筋的高强砌块配筋砌体高悬臂剪力墙的恢复力试验，考查了竖向荷载、剪跨比、水平配筋对该种剪力墙破坏形态的影响，以及该种墙片的强度、刚度、延性性能及能量耗散能力，并且与钢筋混凝土剪力墙相比较，得出配筋砌体剪力墙抗剪时与钢筋混凝土剪力墙的破坏形态、延性等相近的结论，由试验得出的骨架三折线，也为今后分析该种墙体的抗震性能提供了依据。

与剪力相关的网络解释 [注：此内容来源于网络，仅供参考]

MCH ModColH：修改剪力墙/柱相对本层的标高

CE ModColEq 修改剪力墙/柱抗震等级 | MCH ModColH 修改剪力墙/柱相对本层的标高 | BR Beam 拾取两点布置主梁

shear force factor：剪力系数

shear flow 剪流 | shear force factor 剪力系数 | shear force 切力

shear plane：剪力面

Shear modulus 剪力模數 | Shear plane 剪力面 | Shear strain 剪應變

modulus of shearing elasticity：剪力弹性模数

剪力模数 modulus of shearing | 剪力弹性模数 modulus of shearing elasticity | 剪力应变模数 modulus of shearing of strain

Short Leg Shear Wall System：短肢剪力墙结构

框支短肢剪力墙结构:frame-supported short-leg shear wall structure | 短肢剪力墙结构:Short Leg Shear Wall System | 框架-剪力墙结构:Frame-shear wall structure

shear structure：剪力构造

剪力波 shear wave | 剪力构造 shear structure | 剪力模数 shear modulus

shear wall structure：剪力墙(结构墙)结构

剪力 shear force | 剪力墙(结构墙)结构 shear wall structure | 剪应变 shear strain;tangential strain

Skip-floor Shear Wall structure：跳层剪力墙结构

墙体抗剪承载力:Shear-bearing capacity of wall | 跳层剪力墙结构:Skip-floor Shear Wall structure | 框支剪力墙:shear wall structure with some supporting frames

frame and shear wall structure：框架-剪力墙

剪力墙刚度:stiffness of shear wall | 框架-剪力墙:frame and shear wall structure | 框-剪结构:frame-shear wall structure

Steel shear wall with slit：带缝钢板剪力墙

钢板剪力墙:steel plate shear wall | 带缝钢板剪力墙:Steel shear wall with slit | 剪力墙:shear wall