1)plastic hinge塑性铰
1.Simplified calculation for the externally prestressed beam based on the plastic hinge;基于塑性铰体外预应力混凝土梁的简化计算
2.Nonlinear finite element analysis of reinforced concrete eccentricbeam-column joints with spread-ended beams and the study of plastic hinge;梁端水平加腋与塑性铰关系的非线性有限元分析
3.An improved calculation method for stirrup ratios in plastic hinge regions of concrete piers by using RBF neural network;混凝土桥墩塑性铰区箍筋用量RBFNN改进算法
英文短句/例句
1.The plastic elemental stiffness matrix was derived by plastic-hinge method.然后用塑性铰法推导了单元的塑性刚度矩阵。
2.Yield-line Theory Application and Studying of Thin Plate Curve Problem;薄板弯曲问题的塑性铰线法应用研究
3.Solution Method for Anti-blast Ability of the Wall Based on Yield Line Theory利用塑性铰线理论求解墙体抗爆能力
4.The Property and Formation of the Plastic Hinge in Rotary Forging and Upsetting Process of Ring Billet摆辗镦粗工艺过程中塑性铰形成与特性研究
5.After the inelastic phase, the distributing of plastic hinges is proper and reasonable, and the requirement of ductility design of structure is satisfied.进入塑性阶段后，塑性铰分布合理，满足了结构延性设计的要求。
6.The ultimate load of plate girders was analyzed by spline finite strip and plastic hinge method.用样条有限条塑性铰法分析了板梁的极限荷载。
7.Shear Capacity of Plastic Hinge Region of RC Shear Wall;钢筋混凝土剪力墙塑性铰区受剪承载力分析
8.The Analysis of Pile-Soil-Structure Dynamical Interaction Based on Plastic Hinge Theory;基于塑性铰理论的桩—土—结构动力相互作用分析
9.Quasi-Static Cyclic Tests and Plastic Hinge Analysis of RC Structural Walls钢筋混凝土墙准静力循环试验和塑性铰分析
10.Study on Seismic Behavior of Beam-column Joint with Beam-end Steel Fiber Concrete Plastic Hinge;梁端钢纤维混凝土塑性铰梁柱节点抗震性能研究
11.Mechanism of Plastic Hinge and Non-linear Analysis of Prestressed Subassemblage Concrete Frame预压装配式预应力混凝土结构框架塑性铰机理研究及非线性分析
12.EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF RC COLUMN WITH RUBBER LAYER BUILT IN ITS PLASTIC HINGE塑性铰区埋入高阻尼隔震橡胶后RC柱抗震性能的试验研究
13.Experimental research on seismic performance of high strength concrete circular column confined with carbon fiber sheets at plastic hinge zone塑性铰区碳纤维约束高强混凝土圆柱抗震性能的试验研究
14.A Study on Design Method of Plastic Hinge Appear in the Splicing Location of Beam in Column-Tree Frame;树状柱框架钢梁拼接处产生塑性铰的设计方法研究
15.A Study on the Seismic Response Characteristic and Plastic Hinges Mechanism with Energy Dissipation of RC Frame Structure Based on Space Effects;考虑空间效应的RC框架地震反应规律及塑性铰耗能机构研究
16.Study on Failure Mechanism of Reinforced Concrete Frame Structure's Plastic Hinge by Rare Earthquake Action大震下钢筋混凝土框架结构塑性铰破坏机制研究
17.Experimental investigation on failing modes of the yield hinge region in the HRB500 frame columnsHRB500钢筋混凝土框架柱塑性铰区破坏形态的试验研究
18.PLASTIC HINGE ROTATION-BASED DESIGN METHOD OF SHEAR WALL'S BOUNDARY ELEMENTS基于塑性铰转角需求的剪力墙边缘构件设计方法
相关短句/例句
plastic hinges塑性铰
1.The key of determination of ultimate load for rigid frame is to determine the positions of the plastic hinges.因此，提出了一种实用计算方法，按复杂应力状态及Ｍｉｓｅｓ屈服条件判定塑性铰的出现，从而确定型钢刚架极限荷载值。
3)plasticity hinge塑性铰
1.The failure mode and plasticity hinge developing processing under the rare earthquake function of the cross truss system were obtained.采用push-over方法对钢结构交错桁架体系在三种罕遇地震烈度下的抗震性能进行了分析,得出了交错桁架体系在罕遇地震作用下的破坏模式及塑性铰的发展过程,并对交错桁架结构体系的设计提出了几点建议。
2.Construction displays elasto-plasticity deforming which is nonlinear deformation most concentrating in piers, structural shock-resistant performance is related to the ductility and power-wasting ability of piers, the ability of nonlinear deformation mainly depends on the ability of ductility in the areas of plasticity hinge.结构的抗震性能与墩柱的延性变形与耗能能力直接相关，而墩柱的非线性变形能力取决于塑性铰区截面的延性性能。
4)yield line塑性铰线
1.By adoption of yield line theory, the author analyses the bearing capacity of square slabs reinforced with carbon fibre reinforced plastic (CFRP) or steel strips and improves Zhang Jiwen s yield line pattern.采用塑性铰线理论 ,分析外贴碳纤维布 (CFRP)或钢条带加固的正方形板的承载力 。
2.Based on the result, the authors put forward the yield line distribution trait:leaning direction of the yield line is within the interval (0°,45°].根据分析结果 ,明确了塑性铰线的分布规律 :倾斜方向的塑性铰线 ,其倾斜角度必定处在 (0 ,4 5°]的区间内 ,不会超出 4 5°。
3.The yield line pattern and strength of the plated RC slabs subjected to a uniformly distributed load are analyzed and calculated by employing yield line method,and furthermore,a practical design procedure and corresponding designing tables are also proposed.在已有的混凝土双向板外贴板加固试验研究成果[1] 的基础上 ,进一步应用塑性铰线理论对承受均布荷载的混凝土矩形双向板用外贴薄板加固后的最终塑性铰线模式及其承载力进行了分析计算 ,在此基础上提出了适用于该类加固板的实用设计计算方法及设计表格 ,并编制了相应的通用程
5)plastic hinge line塑性铰线
1.In this paper,the failure mechanism of a special shape reinforced concrete slab under uniformly distributed loading,was established based on the plastic hinge line theory,and the temperature field in slab was determined by using the finite difference method.本文基于塑性铰线理论确定了钢筋混凝土异形板的破坏机构，并利用有限差分法计算了火灾时板内的温度场，根据高温后钢筋和混凝土的力学性能对塑性铰线截面的弯矩及灾后极限均布荷载进行了分析，为钢筋混凝土板火灾后的评估和维修提供依据。
2.A simplified calculation method was also given,in which plastic hinge line model was used.建立了节点承载力计算的塑性铰线模型,推导了塑性铰线的承载力,得到了受拉翼缘的极限拉力,并最终确定了节点的承载力计算方法。
6)plastic-hinge region塑性铰区
延伸阅读
宝铰1.亦作"宝校"。 2.精美的装具;装饰。
