平面钢框架,planar steel frames
1)planar steel frames平面钢框架
1.The reliability-based integrated design(RID) method and design formula of steel frames are established on the basis of the ultimate load-carrying capacity analysis and system reliability assessment ofplanar steel frames.在平面钢框架结构极限承载分析和结构整体可靠度评价的基础上,基于现行规范的目标可靠度指标、结构重要性系数,并考虑钢框架结构常用的两种荷载组合,给出了钢框架结构基于结构体系可靠度的设计方法及其实用的设计公式。
英文短句/例句
1.Thermal-stucture Coupled Analysis of Plane Steel Frame under the Fire;火灾下平面钢框架热—结构耦合分析
2.Finite element analysis of planar steel frame under fire scene平面钢框架结构火场下的有限元分析
3.Research of Fire-Resistance and Fire-Protection for the Plane Steel-Flame Structure;平面钢框架结构的抗火性能及防火保护研究
4.Globe Elastic-Plastic Stability Analysis of One-Story Plane-Steel Frames;单层平面钢框架的整体弹塑性稳定分析
5.Analysis of Second-order Effect in the Rigid and Semi-Rigid Steel Frameworks;刚性及半刚性平面钢框架的二阶效应分析
6.Structural Systems Reliability-based Optimization Design for Planar Steel Frames;基于体系可靠度的平面钢框架优化设计
7.Effective Length Factor of Column in Eccentrically Braced Steel Frames with Semi-rigid Connections偏心支撑半刚接平面钢框架柱计算长度系数
8.Nonlinear Finite Element Analysis of Steel Beams and Plane Steel Frame under Fire;火灾下钢梁及平面钢框架结构的非线性有限元分析
9.Research on the Elastic-Plastic Behaviors and Seismic Behaviors of Plane Steel Frames with Semi-Rigid Connections;半刚性连接平面钢框架结构弹塑性分析及抗震性能研究
10.Behaviour of Steel Beam to Concrete-Filled Steel Tubular Columns Frames;钢管混凝土柱—钢梁平面框架的力学性能研究
11.Hysteresis relationship in concrete filled steel tubular columns and steel beam planar frames钢管混凝土柱-钢梁平面框架的滞回关系
12.Investigation of Reliability of Reinforced Concrete Plane Frame Structure;钢筋混凝土平面框架结构的可靠性研究
13.The Analysis of the Dnmage Processes of the Plane R.C. Framework;钢筋混凝土平面框架结构的破坏过程分析
14.QR-Method for the Static Elastic-Plastic Analysis of Plane Steel Frame with Semi-Rigid Connection;平面半刚性钢框架静力弹塑性分析的QR法
15.Estimation of Ultimate Resistant Capacity of Non-Symmetric Planar Steel Frame Structures under Horizontal Load平面非对称钢框架结构在水平荷载下的极限承载力估计
16.Seismic Performance Analysis and Assessment of R.C. Frame Structures Asymmetric in Plane;平面不规则钢筋混凝土框架结构抗震性能分析和评估
17.Elastic-Plastic Seismic Analysis of RC Frame with Beam-Column Joint Deformation;考虑节点变形的钢筋混凝土平面框架弹塑性抗震分析
18.Sectional Optimization of Steel Framework Based on Second-Order Analysis;基于二阶分析的钢框架截面优化设计
相关短句/例句
single-story steel plane frame单层平面钢框架
1.To study dynamic effect resulted from the initial damage of the structure during progressive collapse, instantaneously applied load method was adopted to perform dynamic response analysis of asingle-story steel plane frame with the failed middle column by a simplified model and frame element model respectively.为研究结构连续倒塌由于初始破坏引起的动力效应,该文采用瞬时加载法,对中柱失效的单层平面钢框架分别采用简化模型和杆单元模型进行动力反应分析。
3)multi-story plane steel frame多层平面钢框架
1.To study the progressive collapse process of structures,a method to apply instantaneous load was adopted to simulate the progressive collapse of amulti-story plane steel frame with a failed middle column at the first story by using the large deformation and dynamic finite element software LS-DYNA.为研究结构连续倒塌的全过程,采用瞬时加载法和大变形动力有限元软件LS-DYNA,对一榀底层中柱失效的多层平面钢框架进行连续倒塌仿真分析。
4)plane frame平面框架
1.Crack identification ofplane frames based on wavelet transform of angle displacement mode;基于转角模态小波变换的平面框架裂缝识别研究
2.By using excel,the electronic form of aplane frame under vertical load is established.利用Excel编制某平面框架在竖向荷载作用下的电子表格,可以快速的求出各杆端弯矩,且通过修改表格中某些参数,对其他框架计算也具有一定的适用性。
3.Theplane frame is calculated under horizontal load-wind and earthquake by using ANSYS finite element analysis software.利用有限元分析软件ANSYS对某平面框架进行水平荷载——风荷载、地震荷载作用下内力计算,并同手工计算方法进行了比较。
5)planar frame平面框架
1.The line rigidity transferring relation between the single spanplanar frame and the fishbone-shaped vibration model is presented.基于静态缩合方法,推导了鱼骨形模型结构刚度矩阵的解析式,通过算例提出了实际单跨平面框架结构和鱼骨型振动模型之间的线刚度转化关系。
2.This paper presented an accurate method of calculating the earthquake force design sensitivity and Hessian matrix of theplanar frame.提出一种平面框架结构地震力的设计敏度和海森矩阵的精确计算方法。
3.By giving constraint types of each member inplanar frame, the buckling sequence of members is calculated with the application of ANSYS V8.通过设定平面框架中各构件的构造特征,借助ANSYS软件计算构件失稳的先后顺序,进而得到框架屈曲的极限荷载。
6)concrete filled steel tubular frames钢管混凝土平面框架
1.Analysis ofconcrete filled steel tubular framesby using different modulus;采用不同模量分析钢管混凝土平面框架
延伸阅读
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