1) space-mega-steel frame
巨型空间钢框架
2) space mega frame
空间巨型框架
1.
Simplified free vibaration analysis considering interactions between subgrade and foundation and superstructure of super tall buidings with space mega frame;
超高层建筑空间巨型框架的地基、基础、上部结构共同工作的简化振动分析
2.
Analysis of free vibration for space mega frame structure with elastic subgrade;
弹性地基上空间巨型框架结构的自由振动分析
3.
Semi-analytical free vibration analysis of the space mega frame structure of the super high-rise buildings;
超高层建筑空间巨型框架的半解析自由振动分析
3) mega steel frame
巨型钢框架
1.
The Study on Static Performance and Dynamic Performance of Mega Steel Frame;
巨型钢框架静力和动力性能分析
2.
Based on the research results,the theoretical basis and some reasonable suggestions are put forward in the engineering design of mega steel frames.
为巨型钢框架结构中巨型钢柱的设计提供了理论依据和合理建议。
4) steel megaframe
巨型钢框架
1.
Influence of second-order effects on response history analysis of steel megaframe;
二阶效应对巨型钢框架结构时程分析的影响
2.
Performance analysis of steel megaframe with sloping megacolumns;
巨型柱倾斜的巨型钢框架结构性能分析
5) huge steel frame
巨型钢框架
1.
Practical analysis approach of huge steel frames considering P-Δ effects;
考虑P-Δ效应的巨型钢框架结构实用分析
2.
An equivalent model for the huge steel frame structure is established using continuous concept and equivalent principle,and then considering second order effect of the structures,a simplified model of second order calculation obtained,which may be used for non\|iterative second\|order analysis of these sorts of structures.
采用连续化概念和刚度等效原则 ,建立巨型钢框架结构的等效模型 ;考虑结构的二阶效应用一列假想竖向受载刚性杆与其并联 ,从而得到二阶简化计算模型。
3.
To study a practical approach of second order displacements for huge steel frames, an equivalent model for the huge steel frame structure is established according to continuous concept and stiffness equivalent principle.
为探讨巨型钢框架结构二阶位移的实用算法 ,本文从简化结构计算模型入手 ,采用连续化概念和刚度等效原则 ,将格构式巨型构件等效为实腹式构件 ,获得巨型钢框架结构的等效模型 ,并用一列假想的承担各楼层竖向荷载的刚性杆与其并联 ,获得该结构的二阶简化计算模型 ,据此建立结构的二阶分析刚度方程 ,并用工程实例验证了本文方法的实用性与可靠性 。
6) steel mega-frame
巨型钢框架
1.
Application of ANSYS in modal analysis of the steel mega-frame structure;
ANSYS在巨型钢框架结构模态分析中的应用
2.
The wilson-Θ method is used to solve basic vibration equations of the vibration-reduction steel mega-frame structure with MR intelligent dampers.
采用wilson-Θ法求解巨型钢框架MR智能减震结构运动方程,提出基于最优主动控制算法(LQR算法)的双出杆剪切阀式MR阻尼器的半主动控制算法,并选择普通巨型钢框架结构(主结构3层,次结构3层)和巨型钢框,用LQR算法和半主动控制算法分析最大地震反应及控制效果。
3.
In this paper,two steel mega-frames of 192 meters are analyzed by using the time-history method with the following primary parameters:earthquake wave dimension,second-order effect and damping ratio.
为了合理地考虑这些影响因素,本文以具有实际工程意义的192m高的巨型钢框架结构为研究对象,系统分析了地震波输入维数、二阶效应和阻尼比对巨型钢框架结构时程分析的影响,并根据分析结果提出了相应的建议。
补充资料：高炉喷煤粉设施多层钢框架(上海宝山钢铁总厂3号高炉)
高炉喷煤粉设施多层钢框架(上海宝山钢铁总厂3号高炉)
熬 高炉喷煤粉设施多层钢框架(上海宝山钢铁总厂3号高炉)
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