Study of limit values of axial compression ratio for concrete-filled square steel tubular columns;
方钢管混凝土柱轴压比限值的研究
Influence of neatral-axis angle on ultimate axial compression ratio for T-shaped RC columns;
中和轴角对钢筋混凝土T形截面柱界限轴压比的影响
Discussion on limit values of axial compression ratio of frame columns for high building;
高层建筑框架柱轴压比限值研究
Experimental study on seismic behavior of frame columns with high axial load ratio subjected to low cyclic loads;
周期反复荷载作用下高轴压比框架柱抗震性能的试验研究
Experimental study on seismic behavior of high strength concrete short-columns with high axial load ratio;
高轴压比高强砼短柱抗震性能试验研究
Discussion on axial load ratio limits of circular steel tube columns filled with steel-reinforced concrete;
关于钢骨-钢管混凝土组合柱轴压比限值问题的讨论
Studies on limit values of axial compressive ratio of steel reinforced concrete column;
型钢混凝土柱轴压比限值的研究
Natural period of vibration,axial compressive ratio,bottom shear of column and drift angle were also researched.
结合工程实例,对钢筋混凝土异形柱框架结构在不同方向的水平地震作用下进行受力分析,对自振周期、轴压比、柱底层剪力和层间位移角进行分析。
The effect of the width-to-thickness ratio and the axial compressive ratio on the hysteretic behav.
应用大型有限元软件ABAQU S,采用考虑几何和材料非线性的S4R 5壳单元和线性随动强化模型,考虑角部冷成型强化效应的影响,建立了常轴力、循环弯矩荷载作用下的C型钢构件有限元模型,分析了构件宽厚比和轴压比对冷成型薄壁C型钢构件滞回性能的影响。
Adjustment of axial pressure ratio in designing frame structural systems with special-shape column;
异型柱框架体系设计中轴压比的调整
Frame column section choice has become the important content for design of frame structural residence,the article describes the estimation of column s axial pressure ratio,the width between side span column and corner column should meet the reguirement and the eccentricity of frame structure s beam and column.
框架柱截面的选择已成为框架结构住宅设计的重要内容,通过柱轴压比的估算、边跨柱与角柱的宽度应满足的要求以及框架梁柱偏心问题的注意方面来阐述抗震区框架柱截面的选择。
Based on the reasonable mechanics models the paper emphatically analyzed the influence on the performance of the slitted shear wall about the axial pressure ratio,concrete strength.
通过建立合理的力学模型,着重研究轴压比、混凝土强度对免拆模复合带缝剪力墙性能的影响。
Experimental study on seismic behavior of high RC shear wall with concealed steel truss under axial-load ratio;
高轴压比下内藏钢桁架混凝土组合高剪力墙抗震试验研究
Experimental study on seismic behavior of high-rise RC shear wall with concealed steel truss in different axial-load ratios;
不同轴压比下内藏钢桁架混凝土组合剪力墙抗震研究
Based upon these studies,the experimental study on the seismic performance of high-rise shear walls with concealed steel truss of high axial-load ratio has been done.
在此基础上,进行了较高轴压比下内藏钢桁架混凝土组合高剪力墙的抗震性能试验研究。
Experimental study on ductility and bearing capacity of concrete frame columns with central reinforcement under high axial compression ratio;
高轴压比下加芯混凝土框架柱延性与承载力试验研究
Through the test of concrete frame columns with central reinforcement and general concrete frame column under high axial compression ratio and cyclic lateral loading,the P-Δ hysteresis curve,stiffness degradation,viscous damping coifficients etc.
通过加芯混凝土框架柱和普通混凝土框架柱在高轴压比下的低周往复加载试验,对试件的P-Δ滞回曲线、刚度退化和等效粘滞阻尼系数等进行了研究,分析了加芯混凝土框架柱刚度和耗能的影响因素。
Based on the experimental study on six separated columns with high axial compression ratio and under horizontal cyclic loading, this paper analyzes the effects of axial compression ratio and stirrup reinforcement ratio on the seismic behavior of the separated columns, including rigidity, cracking, maximum bearing capacity, failure features and hysteresis curve etc.
本文通过六根分体柱在高轴压比和低周反复水平荷载作用下的试验研究,分析了轴压比、配箍率等对分体柱的刚度、裂缝、最大承载能力、破坏形态及其滞回特性等抗震性能的影响;分析了过渡区设置和斜向水平荷载对分体柱受力性能的影响。
Ultimate Axial Compression Ratio for Reinforced Confined Concrete Columns;
区域约束混凝土柱轴压比限值的研究
Study on Limit Value of Axial Compression Ratio of Steel Reinforced High Strength Concrete Column;
型钢高强混凝土柱轴压比限值的研究
Effect of axial compression ratio to bearing capacity of piece with T-shaped section
轴压比对T形截面构件承载力的影响
Study on seismic behavior of SRC shear walls under high axial compression ratio
高轴压比SRC剪力墙抗震性能分析
The reasonable axial compression, load angle and the ratio of stirrup of special-shaped columns are gained from the contrastive analysis.
通过对比分析,得出了异形柱比较合理的轴压比和加载角度。
Study on Limited Value of Axial Compression Ratio of Steel Reinforced High Strength Concrete Column;
型钢高强混凝土柱轴压比限值的试验研究
Experimental Study on the Effects of Axial Compress Ratio to Double-span Prestressed Concrete Frame;
轴压比对两跨预应力框架影响的试验研究
The Experimental Study on Anti-seismic Ability of High axial Ratio Composite Energy Dissipation Shear Wall;
高轴压比复合消能剪力墙抗震性能的试验研究
Research on seismic behavior of full-scale high-strength concrete frame columns with high axial compression ratios
高轴压比高强混凝土足尺框架柱抗震性能研究
The effect of axial load ratio on behavior of square concrete-filled steel tubular column
轴压比对方钢管混凝土柱受力性能的影响
Seismic Behavior of Reinforced Concrete Core Wall Under Different Axial Load Ratio
不同轴压比钢筋混凝土核心筒抗震性能
Studies on Integrate Axial Compression Ratio and Shear Span to Depth Ratio for Aseismic Design of Columns of Frame Structures;
框架柱抗震设计时综合考虑轴压比与剪跨比的初步研究
Experimental Research on the Seismic Behavior of Rectangular and Circular Column Interior Joint with High Shear-Compression Ratio and High Axial Load Ratio in the Frame;
高轴压比高剪压比框架矩形及圆形柱中间层中节点抗震性能试验研究
Experimental Study and Theory Analysis on Limit Value of Axial Compression for SRHSHPC Columns;
型钢高强高性能混凝土柱轴压比限值试验研究与理论分析
Balance experiment of power loss of running-in bearing and hydrodynamic-hydrost-atic bearing
跑合轴承与动静压轴承功耗对比试验
Unified Analysis of Limiting Width-Thickness Ratio of Plate Elements in Axially Compressed Members
轴心压杆板件宽厚比限值的统一分析
Comparative study on PMT and uniaxial compressive test on soft rock
软岩旁压试验与单轴抗压试验对比研究
Research on Limit Angle in Maximum Pressure for Radial Sliding Bearing;
向心滑动轴承最大比压处极角φ_0的研究
本网站所收集内容来自网友分享仅供参考,实际请以各学校实际公布信息为主!内容侵权及错误投诉:1553292129@qq.com
CopyRight © 2020-2024 优校网[www.youxiaow.com]版权所有 All Rights Reserved. ICP备案号:浙ICP备2024058711号