1) steel frame structural columns
钢框架结构柱
3) steel frame structure
钢框架结构
1.
An object-oriented program design of steel frame structure in fire;
面向对象的钢框架结构火灾行为分析程序设计
2.
At present,the steel frame structure has been widely applied in the construction project in our country and in order to ensure its quality,supervisors must conduct quality control during the construction process.
钢框架结构目前已在我国建设工程中得到广泛应用,为了保证其工程质量,监理人员必须对工程各阶段进行全过程的质量控制。
3.
The second-order effect on seismic response of the steel frame structure is analyzed with the deflection as the criterion and through considering the geometric nonlinearity or not.
以结构变形为指标,平面输入地震波,按照考虑和不考虑几何非线性两种情况分析了二阶效应对钢框架结构在地震作用下时程分析的影响。
4) steel frame
钢结构框架
1.
Study on mechanical performance of single storey steel frame under the coupled thermo-mechanical load;
热力耦合作用下单层钢结构框架力学性能研究
2.
In consideration of the characteristics of steel frames supporting industrial equipment,which is used in the petrochemical industry,this paper has studied the applicability and limitation of present specifications.
针对石油化工企业设备支承钢结构框架的结构受力特点,分析了现行规范方法的适用性和局限性。
3.
Analysis of the equivalent floor live-load of steel frame in local fired field;
通过对火灾场钢结构框架梁极限抗弯、抗剪承载力的分析,提出采用等效楼面活荷载来描述火灾场对结构极限承载力的削弱,建立了火灾场等效楼面活荷载的计算公式,通过具体算例分析了厚涂型不同保护层厚度的框架钢梁极限抗弯、抗剪承载力及等效楼面活荷载的变化规律。
5) steel frames
钢框架结构
1.
To bring the system reliability-based design theory to use in the design of steel frames, the actual evaluation for the system reliability of steel frames used in engineering is needed.
为了将基于结构体系可靠度的设计理论运用到钢框架结构的设计中,必须对工程中钢框架结构的体系可靠度做出实际的评价。
2.
A nonlinear analysis method of steel frames with elements of plastic hinge at midspan is proposed.
给出一种考虑跨中塑性铰的钢框架结构的非线性分析方法 ,该方法可以通过 1单元 /杆件来分析杆件上有分布荷载 ,从而可能会在杆件内部形成塑性铰的情形 。
3.
People always treat beam-to-column connections as fully rigid or pinned ones to simplify the calculation of the steel frames in traditional designs.
在传统的钢框架结构设计中,人们通常将梁柱节点连接假设成完全刚接或理想铰接,以方便计算。
6) steel frame structures
钢框架结构
1.
This paper mainly sums up the analytical methods for evaluating the fire resistance of steel frame structures in the later two stages.
钢结构抗火计算理论的发展分为3个阶段:单根构件分析、平面框架分析和钢框架结构整体分析。
2.
The design of steel frame structures is performed conventionally using first-orderelastic analysis to obtain the displacement and the internal force.
传统的钢框架结构设计中采用一阶弹性分析的方法来计算钢框架各构件的内力及位移，过多的假定使其计算的结果受到越来越多的挑战。
3.
This paper mainly sums up the analytical methods for evaluating the fire resistance of steel frame structures in the later two stages.
钢结构抗火计算理论的发展分为3个阶段:单根构件分析、平面框架分析和钢框架结构整体分析。
补充资料：钢管混凝土柱刚架结构
钢管混凝土柱刚架结构
撇 钢管混凝土柱刚架结构
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