1) control of torsional response
扭转效应控制
1.
From control of torsional response and torsion resistance of building structures,structural design of torsion resistance for building structures is discussed.
从扭转效应控制和扭转效应抵抗两个方面进行建筑结构抗扭设计讨论。
2) controlling eccentric torsion effect
偏心扭转效应控制
3) Torsional Effect
扭转效应
1.
Research on the Torsional Effect of Quadrate Piezoelectric Quartz Chip;
方形石英晶片扭转效应的研究
2.
Calculation of internal forces of framed flexible supporting structure with prestressed anchors based on torsional effects among beams and columns
基于梁柱扭转效应的框架预应力锚杆柔性支护结构内力计算
3.
According to the composition characteristics of steel staggered truss under level load,the calculating formula of the torsional effect coefficient was derived,and it investigates whether the clause 3.
根据钢结构错列桁架的组成特点,推导出评定水平荷载作用下扭转效应系数的计算公式,并通过模型计算考察《高层民用建筑钢结构技术规程》(JGJ99—98)第3。
4) torsion effect
扭转效应
1.
Principle and manufacture of torque sensor based on torsion effect of piezoelectric quartz disc;
基于压电石英晶片扭转效应的扭矩传感器原理与研制
2.
Structural Torsion Effect s Modeling and Identify Using Time Series Analysis;
基于时间序列的结构扭转效应建模与识别
3.
The reasons for torsion effect are analyzed.
在对比了若干国家规范关于平面不规则结构概念规定的基础上,指出了不规则结构的特点,分析了不规则结构扭转效应产生的原因,归纳总结了关于结构扭转不规则的讨论及控制指标,以供参考借鉴。
5) torsional response
扭转效应
1.
The seismic torsional response of the podium structure of the Shanghai Shimao International Plaza is excessively large due to its eccentricity in stiffness and mass distributions.
结果表明,在主楼和裙房(广场)之间采用黏滞阻尼器连接这一方法,不仅能有效地控制因扭转效应过大产生的变形,而且对主楼不会产生不利影响,各阻尼器能在设定的范围正常工作。
2.
With reference to the Puyangjiang double-tracks railway continuous beam bridge in the electrified speed-raising of Guangzhou-Ganzhou railways engineering,this paper analyzes the torsional response of box beam in the partial load of dynamic and static loads test.
以浙赣线电气化提速改造工程浦阳江双线铁路连续梁桥为工程背景,分析了该桥动静载试验单线加载时偏载作用下箱梁的扭转效应。
3.
A method for the reduction of the torsional response of tall building structures is provided in this paper, through analyzing the main factors which affect the torsional response of tall building structures.
本文分析了影响高层建筑结构扭转效应的主要因素,并提出减小由于平面不规则导致扭转效应的方法。
补充资料：扭转
扭转
twist
n 1 UzhU0n扭转(t wist)轧制过程中轧件绕自身纵轴转动了一定角度而形成的缺陷。主要发生在型材和棒材上。标准规定产品不能有扭转，出现扭转必须进行矫直。产生扭转的原因有:孔型错牙，轧件进孔型不对中;轧件温度不均;机架间张力过大，拉钢严重;出孔型时因卫板不正，轧件断面上受压不均或受到倾倒力矩等。 (崔峰)
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条