1) serial system of laminated rubber bearing with column
橡胶支座与柱串联系统
1.
Semi-analytical solution of the dynamic stability of serial system of laminated rubber bearing with column;
橡胶支座与柱串联系统的动力稳定性分析的半解析解法
2) rubber support
橡胶支座
1.
Analysis of doule-direction earthquake rubber support base earthquaking process;
双向水平地震下橡胶支座基础隔震的时程分析
2.
Started from problems in summarizing bridge surface shrinking cracks,it analyzes and elaborates the key skilled problems of multi-hole bridge such as top force analysis,bottem structural block and soft supporting s combination as well as kinds of rubber supporting and rational usage.
从总结桥面伸缩缝的各种问题出发,对多孔连续梁桥上部的受力分析、下部构造墩台和柔性支座的结合使用、各种形式橡胶支座的合理使用等多孔连续梁桥的技术关键问题进行了分析阐述,并提出了改进伸缩缝构造的一些建议,从而为改善伸缩缝问题提出了一些新思路。
3) rubber bearing
橡胶支座
1.
Effective factors on properties of laminated rubber bearing;
叠层隔震橡胶支座性能的影响因素
2.
Key points for installation quality control of bridge rubber bearings;
浅谈桥梁橡胶支座安装质量控制的要点
3.
Application of shock insulation technique of laminated rubber bearing;
加层橡胶支座隔震技术的应用
4) rubber bearings
橡胶支座
1.
The experiments show that the hysteresis property of lead plug rubber bearings(LRB) is closely related to load time,which is not considered in the existing mechanics model of LRB.
大量的试验数据表明,铅芯橡胶支座的滞回曲线与加载时程密切相关。
2.
In order to grasp the tension properties of rubber bearings,and to establish the mechanics model and value criterion,the new computation models of bi-stiffness stress-strain and origin tension stiffness stress-strain are proposed,based on tension stress-strain curve of rubber bearings,and the hysteretic model is put forward too for analyzing the tensile properties.
方法基于橡胶支座拉伸应力应变关系曲线,提出了双刚度与原点拉伸刚度应力应变两个计算模型,分析了橡胶支座弹塑性拉伸性能的恢复力模型。
5) SMA-rubber bearing
SMA-橡胶支座
1.
Experimental study on mechanical behavior of SMA-rubber bearing;
SMA-橡胶支座的力学性能试验研究
2.
The SMA-rubber bearing with hysteretic damping is initially developed by incorporating SMA wires and laminated rubber pad.
在原SMA-橡胶支座(I型)的基础上,在支座中增加弹簧改善SMA耗能拉索的功能,设计了II型SMA-橡胶支座,建立了支座的理论模型。
3.
The dynamic analysis of seismically isolated single-layer spherical lattice shell structures by a new type of SMA-rubber bearing is performed systematically.
对新型SMA-橡胶支座隔震单层球面网壳结构进行了系统的动力分析。
6) laminated rubber bearing
叠层橡胶支座
1.
Catastrophic seismic response of isolated structure based on laminated rubber bearings;
叠层橡胶支座隔震结构地震响应的突变分析
2.
Seismic response analysis of aqueduct bridge with laminated rubber bearing;
设置叠层橡胶支座梁式渡槽的地震响应分析
3.
A new form of isolation,the segmented isolation,applied to the large aspect ratio high-rise structure is put forward based on the laminated rubber bearing(LRB),and the numerical simulation in the same high-rise structure controlled by the segmented isolation is carried out compared with the base and the story isolation.
本文提出了一种基于叠层橡胶支座的大高宽比高层建筑分段隔震结构形式,并对同一高层建筑结构分别采用基础隔震、层间隔震和分段隔震三种不同形式时进行了数值模拟对比分析。
补充资料：赤道正切柱式支座
分子式：
CAS号：
性质：支柱正切于球形容器的赤道，并沿赤道等距离布置的柱式支座。由于支承力在赤道与球体相切(或近乎相切)，壳体上没有较大的法向力作用，与支座连接处的壳体受力情况较好。是目前普遍采用的一种型式。
CAS号：
性质：支柱正切于球形容器的赤道，并沿赤道等距离布置的柱式支座。由于支承力在赤道与球体相切(或近乎相切)，壳体上没有较大的法向力作用，与支座连接处的壳体受力情况较好。是目前普遍采用的一种型式。
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