1) double-decker continuous bridge
双层连续梁桥
1.
In this paper,a method is proposed for calculating dynamic response and studying riding comfort evaluation of one isolated double-decker continuous bridge under moving vehicle loads.
为研究某隔震双层连续梁桥在行车荷载作用下的动力响应和行车舒适性问题,本文采用一般考虑剪切变形梁单元的三次Hermite插值函数,通过Matlab编程将车辆移动过桥时的荷载转换成梁各节点的荷载时程;然后用通用有限元程序ANSYS对行车荷载作用下隔震双层桥梁的动态响应进行时程分析。
2) continuous bridge
连续梁桥
1.
Construction of continuous bridge first-simple support back continuous main pile structure system shift;
连续梁桥先简支后连续主梁结构体系转换施工
2.
Calculation of continuous bridge transverse load-distributing influence lines with plane finite bar elements;
连续梁桥横向分布影响线的平面杆系有限元计算方法
3.
Cantilever Construction Control Study on Continuous Bridge in Dalian Bay;
大连湾连续梁桥悬臂施工控制研究
3) continuous beam bridge
连续梁桥
1.
Local stress analysis of segment No.0 of long span continuous beam bridge constructed with cantilever erection method;
大跨度悬臂拼装施工连续梁桥0号梁段局部应力分析
2.
The construction technology of large span continuous beam bridge No.0 section;
大跨度连续梁桥0号段施工技术
3.
Longitudinal seismic vibration of continuous beam bridge on elastic foundation;
弹性地基上连续梁桥顺桥向地震振动分析
4) continuous girder bridge
连续梁桥
1.
The application of LUD on the continuous girder bridge;
LUD在连续梁桥中的应用
2.
Damping effect analysis of continuous girder bridges with Maxwell modal damper;
设有Maxwell阻尼器的连续梁桥的减震效果分析
3.
Research on earthquake-reduction design method of continuous girder bridges in a high-intensity earthquake area;
高烈度区连续梁桥的减震设计方法研究
6) continuous girder bridges
连续梁桥
1.
The present condition of China s seismic design of continuous girder bridges is discussed firstly,and seismic isolation design principle is recommended.
首先比较了现行的几种保证连续梁桥顺桥向抗震安全的减隔震措施,然后详细介绍了同济大学桥梁工程系新近开发的双曲面球型减隔震支座的抗震机理和构造特点,接着简要介绍、分析了对该支座进行的抗震性能试验的研究结果,最后通过对一个11跨连续梁桥算例的抗震分析,表明这种减隔震支座非常适用于连续梁桥的减隔震设计。
2.
Based on the analysis of the theory of seismic isolation of bridges,a practical seismic isolation design of the fixed bearing of continuous girder bridges is presented,which changes the fixed bearing into the relatively fixed one.
在对桥梁减隔震原理进行分析的基础上 ,依据连续梁桥在地震作用时受力的特点 ,对连续桥梁的固定支座进行了减隔震设计 ,将原来的固定支座改为相对固定 。
补充资料：双[1-(4-二甲氨基)苯基2-苯基1,2-二硫代乙烯合镍]
分子式：
CAS号：
性质：紫黑色单斜晶体。熔点277～278℃。溶于苯、甲苯、三氯甲烷等大多数有机溶剂。红外频率υ(C＝S)1190、1165、1140cm-1,红外频率υ(S-C-C-S)880cm-1。由对二甲氨基安息香、五硫化二磷在二噁烷(二氧六环)中反应后,加入镍(Ⅱ)盐溶液制得。用作光学非线性材料。
CAS号：
性质：紫黑色单斜晶体。熔点277～278℃。溶于苯、甲苯、三氯甲烷等大多数有机溶剂。红外频率υ(C＝S)1190、1165、1140cm-1,红外频率υ(S-C-C-S)880cm-1。由对二甲氨基安息香、五硫化二磷在二噁烷(二氧六环)中反应后,加入镍(Ⅱ)盐溶液制得。用作光学非线性材料。
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