1) hollow titanium support frame
空心钛支撑架
2) bulit on stilts
架空支撑
3) eccentrically braced steel frames
偏心支撑钢框架
1.
Brace design of K shape eccentrically braced steel frames;
K型偏心支撑钢框架支撑的设计研究
2.
Collapse Mechanism and Design Criteria of Eccentrically Braced Steel Frames under Cyclic Load;
偏心支撑钢框架在循环荷载作用下的破坏机理及抗震设计对策
3.
The numerical example shows that it has simple concept and convenient calculation for solving cross-section optimization design of eccentrically braced steel frames,as well as provides the better approach to real optimization design.
算例结果表明,该方法对解决偏心支撑钢框架结构的截面优化设计具有概念简单以及计算方便的特点,并为实际优化设计提供了较好的求解途径。
4) concentrically X-braced steel frame
中心支撑钢框架
1.
Based on Code for Seismic Design of Building(GB50011),the paper designs three concentrically X-braced steel frames and their structural coefficients are obtained by Push-over analysis.
基于《建筑抗震设计规范》(GB50011-2001),设计了三个X型中心支撑钢框架,采用Pushover方法,得出了其结构影响系数。
5) eccentrically braced frames
偏心支撑框架
1.
According to the system of resist lateral force,steel structure can divide into unbraced frames,centrically braced frames and eccentrically braced frames.
钢结构框架类型,按其抗侧力体系可以分为:纯框架(UBF)、中心支撑框架(CBF)和偏心支撑框架(EBF)。
2.
Eccentrically braced frames (EBFs) combines the strength and stiffness of concentrically braced frames (CBFs) with the inelastic behavior and energy dissip.
偏心支撑框架结合了中心支撑框架的强度、刚度高和普通抗弯框架的延性、耗能性能好的优点，通过耗能梁段的非弹性变形耗散大量输入结构的地震能量。
6) eccentrically braced frame
偏心支撑框架
1.
In order to draw a conclusion of the energy dissipation property of the link in eccentrically braced frame(EBF), this paper analyses the link in different yield states and presents a method.
对偏心支撑框架消能梁段在不同屈服状态下耗能的计算方法进行了分析 ,对空间杆单元刚度方程的建立进行了理论推导 ,并对结构整体刚度方程的求解步骤进行了详细阐述 ,指出该计算方法的应用
2.
The major tasks of this paper are as follows:The length of active beam has a direct effect on the stiffness, ductility and energy dissipation capability of the eccentrically braced frames.
偏心支撑框架耗能梁段的长度对偏心支撑框架的侧向刚度、延性和耗能能力有很大影响。
补充资料：5t钛还原蒸馏炉(遵义钛厂)
5t钛还原蒸馏炉(遵义钛厂)
5t钛还原蒸馏联合炉(遵义钛厂)
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