1) formwork rigidity
模板刚度
2) high stiffness side form
大刚度侧模板
3) shape stiffness
板形刚度
4) rigidity of compressive plate
压板刚度
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,assumed slab 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 of slab 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 from floor 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 the floor 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 of floor 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。
补充资料：JPZ型三向等刚度橡胶减震器
分子式：
CAS号：
性质：JPZ-type tridirective equal rigid rubber mounting 橡胶减震器的一种。具有x、y、z三个方向等刚度、等自震频率。按负荷大小可分为JPZ-1、JPZ-2两种型号。由中央金属芯柱、伞形金属罩及橡胶连接而成，模压法生产。可满足导弹控制仪等设备的隔震和抗冲击要求。
CAS号：
性质：JPZ-type tridirective equal rigid rubber mounting 橡胶减震器的一种。具有x、y、z三个方向等刚度、等自震频率。按负荷大小可分为JPZ-1、JPZ-2两种型号。由中央金属芯柱、伞形金属罩及橡胶连接而成，模压法生产。可满足导弹控制仪等设备的隔震和抗冲击要求。
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