1) staggered twin-truss
错列双桁架
1.
Steel residential structure with staggered twin-truss design in high seismic load areas;
高烈度地震区的错列双桁架钢结构住宅体系
2) staggered truss
错列桁架
1.
Lateral force resistance of multi-story and high-rise staggered truss systems;
多层与高层错列桁架钢结构体系抗侧力性能对比
2.
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。
3.
The discussion of frame bracing condition that exists in the new vision 《Code for Design of Steel Structures》GB 50017-2003 has been lead into the stability analysis of staggered truss system.
将新修订的《钢结构设计规范》GB 50017-2003中框架体系支撑条件的区分引入到错列桁架的稳定分析中,考虑初始缺陷的影响,提出了强、弱支撑错列桁架体系的划分标准,推导出了错列桁架体系柱子平面内计算长度公式。
3) structural analysis/staggered truss
结构分析/错列桁架
4) staggered truss system
交错桁架
1.
The floor of staggered truss system connects with the steel truss by the shear connectors, so slip is a inevitable phenomenon and can t exactly present the interaction between the floor and steel truss without considering the slip.
交错桁架结构体系的楼板与钢桁架间通常用栓钉等剪力连接件连接，因而交界面上的滑移是不可避免的现象，不考虑滑移就不能真实地反映出交错桁架结构体系的楼板与钢桁架的相互作用。
5) staggered-truss
交错桁架
1.
Finite element analysis on the shear bearing behavior of staggered-truss floor slab system;
交错桁架楼板体系抗剪性能的有限元分析
2.
Analysis of ultimate bearing capacity and its influence factors of staggered-truss building system;
交错桁架结构体系的极限承载力及其影响因素分析
3.
Based on nonlinear continuum mechanics and stress-resultant yield surface plastic flow rule, a new type of elasto-plastic stiffness matrix is presented,which can be employed to calculate the ultimate bearing capacity of staggered-truss systems.
本文基于非线性连续介质力学理论和内力屈服面塑性流动理论,推导出计算交错桁架结构体系极限承载力的二阶弹塑性刚度方程。
6) staggered-truss system
交错桁架
1.
The steel staggered-truss system is an economical, practical and highly effective structural system.
钢结构交错桁架体系是一种经济、实用、高效的建筑结构体系,本文对交错桁架的结构特点及其在国内外的应用进行了介绍,对钢结构交错桁架体系在火灾作用下的力学特性进行了初步地探讨,提出了一些钢结构交错桁架体系抗火设计方面有用的建议。
2.
Because of the connection configuration,the upper chord and web members of truss in staggered-truss system have to be connected together before joining to column,and use separate gussets for connecting to column.
交错桁架中桁架的上弦杆和端部斜腹杆在与柱连接之前,已经连在一起,在与柱连接时,上弦杆和端斜杆又分别采用节点板与柱相连,在设计时如何计算,没有发现有关的研究和设计方法报道。
补充资料：错列
1.错杂排列。
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