刚性楼板,rigid floor
1)rigid floor刚性楼板
2)non-rigid floor非刚性楼板
1.Analysis of internal force and deformation of tall building withnon-rigid floor;非刚性楼板对高层建筑结构内力和位移的影响分析
3)rigid or elastic slab assumption刚弹性楼板假定
4)rigid floor assumption刚性楼板假定
5)slab rigidity楼板刚度
1.This article mainly introduced some problems of PKPM software that should be considered in building structure design,including determining reasonably the horizontal load,assumedslab rigidity,rigidity amplification coefficient of central beam,the moment modulation coefficient of the beam s end,and then elaborated the above problems to ensure the validity and reliability of the results.主要介绍了PKPM系列软件在建筑结构设计使用中合理确定水平荷载、假定楼板刚度、中梁刚度放大系数、梁端负弯矩调幅系数等方面应注意的问题,并就这些问题进行了较为详细的分析,以保证设计结果的正确性和可靠性。
2.The following paper introduces some problems should be noticed in the utilization of PKPM series software as rational assumption ofslab rigidity,rational selection of simulation construction mode and definition of shortpier shear wall structure,and analyzes these problems in detail,in order to increase design computational efficiency and to ensure accuracy and reliability of calculation result.主要介绍了PKPM系列软件使用中在合理假定楼板刚度、选择模拟施工方式、短肢剪力墙结构的界定方面应注意的一些问题,并就这些问题进行了较为详细的分析,以提高设计计算效率,同时保证了计算结果的精度及其可靠性。
英文短句/例句
1.Influence on Response of Mega Steel-Frame Structures from Hypo-Frame and Floor Stiffness;楼板刚度及次框架对巨型钢框架结构反应的影响
2.Study on the Influence of Slab Stiffness on Nonlinear Seismic Response of Reinforced Concrete Frame Structures楼板刚度对钢筋混凝土框架结构非线性地震反应的影响
3.Seismic Nonlinear Damage Analysis of High-Rise Buildings Considering the Influence of Building Floor Stiffness考虑楼板刚度影响的高层建筑结构地震非线性损伤研究
4.Studies on Plane Stiffness and Bearing Capacity of Composite Structure for Slab on the Lower Flange;楼板位于钢梁下翼缘的组合结构平面刚度及承载力研究
5.constant rate full-elliptic spring等刚度椭圆形板弹簧
6.The study of calculated method for lateral stiffness of the high-rise buildings with twin towers and large chassis大底盘双塔楼结构刚度控制方法研究
7.Floor： Rigid building assembly that divides space horizontally into stories. It forms the bottom of a room.地板:刚性的建筑构件，将空间水平划分成楼层。地板构成房间的底部。
8.Rotational Stiffness of Plated Column Base and Effective Length of Columns平板柱脚的转动刚度和柱的计算长度
9.With the diaphragms assumed rigid in their own planes, all the frames sway by the same amount at a given floor level.假设各楼板在它们自身平面内为刚性者，在每一给定楼板水平面处所有的框架产生相同的侧移。
10."Traditional wooden staircases are constructed with stringers, Beams inclined to the angle of the staircase. Stringers are supported by newel posts, which also support the handrail, forming a Balustrade. "踏阶设在依楼梯角度倾斜的楼梯侧板之间,楼梯侧板支在立柱上,立柱也支承楼梯扶手和栏杆。
11.The stiffness of the elements in this case would be that of a supporting pier or elastomeric bearing pad or a combination of these.诸单元的刚度则是指支承墩的刚度或弹性支承垫板的刚度或这些的合成的刚度。
12.Influence of Base-Tower Stiffness Ratio on Seismic Response of Unsymmetrical Tower;底盘与塔楼刚度比对非对称塔楼结构地震响应的影响
13.Temperature field research of the floor under fire based on the ABAQUS基于ABAQUS的火灾下楼板的温度场研究
14.Study on the Capability of Deflection and Strength of the Lightweight Concrete Sandwich Slabs;轻型复合屋面板（楼板）的强度及变形性能研究
15.Discussion on the width of column strip and the ratio coefficient of bend moment for the flat slab无梁楼板柱上板带宽度及弯矩取值的探讨
16.There are three calculated methods for lateral stiffness in current code.根据现行规范,楼层侧向刚度的计算方法有3种。
17.Storey Stiffness Ratio Analysis of Frame-shear Wall Structure With Shear Wall Interruption;框剪结构剪刀墙中断处楼层刚度比分析
18.A study of the method for limiting the story stiffness ratio of RC frame structures钢筋混凝土框架结构楼层刚度比限制方法研究
相关短句/例句
non-rigid floor非刚性楼板
1.Analysis of internal force and deformation of tall building withnon-rigid floor;非刚性楼板对高层建筑结构内力和位移的影响分析
3)rigid or elastic slab assumption刚弹性楼板假定
4)rigid floor assumption刚性楼板假定
5)slab rigidity楼板刚度
1.This article mainly introduced some problems of PKPM software that should be considered in building structure design,including determining reasonably the horizontal load,assumedslab rigidity,rigidity amplification coefficient of central beam,the moment modulation coefficient of the beam s end,and then elaborated the above problems to ensure the validity and reliability of the results.主要介绍了PKPM系列软件在建筑结构设计使用中合理确定水平荷载、假定楼板刚度、中梁刚度放大系数、梁端负弯矩调幅系数等方面应注意的问题,并就这些问题进行了较为详细的分析,以保证设计结果的正确性和可靠性。
2.The following paper introduces some problems should be noticed in the utilization of PKPM series software as rational assumption ofslab rigidity,rational selection of simulation construction mode and definition of shortpier shear wall structure,and analyzes these problems in detail,in order to increase design computational efficiency and to ensure accuracy and reliability of calculation result.主要介绍了PKPM系列软件使用中在合理假定楼板刚度、选择模拟施工方式、短肢剪力墙结构的界定方面应注意的一些问题,并就这些问题进行了较为详细的分析,以提高设计计算效率,同时保证了计算结果的精度及其可靠性。
6)floor stiffness楼板刚度
1.In order to study influence on response of mega steel-frame structures fromfloor stiffness an.通过对不同计算方案结果的比较分析,研究考虑楼板刚度与否和次框架对巨型钢框架结构反应的影响,为进一步深入研究巨型钢结构的抗震性能及抗震设计提供基础。
2.On the basis of these, the paper studies profoundly the influence on response, seismic design method and seismic behavior of the mega steel structures from thefloor stiffness and hypo-frame.在此基础上，深入研究了楼板刚度及次框架对巨型钢框架结构反应、抗震设计方法及抗震性能的影响。
3.Aiming at this important theoretical and engineering issue, this paper investigates the influence offloor stiffness on the seismic demands and seismic performance of building structures, based on a 20-stories steel benchmark high-rise building, through the static elasto-plastic analysis (pushover) and Incremental Dynamic Analysis (IDA).针对以上这一具有重要理论与工程意义的问题,本文以某20层钢框架结构的Benchmark模型为研究对象,通过对结构进行静力弹塑性分析(Pushover)和增量动力分析(IDA),研究了楼板刚度对结构地震需求分析结果以及结构抗震性能的影响。
延伸阅读
高层建筑组合楼板工程高层建筑组合楼板工程暑高层建筑组合楼板工程一
