1) earthquake-decreasing(increasing)effect
减(增)震效应
2) vibration-isolating effect
减震效应
1.
The vibration-isolating effect of a vibration-isolating slot which is 50 m in length,2 m in width,7 m in depth are studied.
研究了一条长50m、宽2m、深7m隔振沟的减震效应。
3) effects of moistening and demoistening
增湿效应和减湿效应
4) The Increase (Decrease) Earthquake Model Based on Stress Release
应力释放增(减)震模型
5) damping effect
减震效果
1.
Computer program for dynamic analysis of a structure including a Maxwell damping unit in itself as well was developed with Fortran and the damping effect of the damper on the anti-seismic performance of continuous girder bridges was investigated.
用Fortran语言编制可以包含Maxwell阻尼单元的结构动力分析程序,研究阻尼器对连续梁桥的减震效果。
2.
The analyses conclusions indicate that a good damping effect and a better earthquake resistant behavior of continuous girder bridges could be obtained with the help of metallic dampers.
通过抗震性能对比分析,研究了设置钢阻尼器对连续梁桥的减震效果。
6) vibration-suppressing effect
减震效果
1.
The vibration-suppressing effect is much better when yielding displacement of the dissipater is from 0.
摩擦耗能支撑减震技术是一种行之有效的减震措施,本文利用ANSYS分析了耗能器屈服位移对结构减震效果的影响,得出对于本文算例耗能器屈服位移取为结构层屈服位移的0。
2.
The vibration-suppressing effect is much better when the ratio of bracing stiffness to structure stiffness is 2～6.
摩擦耗能支撑减震技术是一种行之有效的减震措施,本文利用ANSYS分析了斜撑刚度对结构减震效果的影响,得出对于本文算例斜撑刚度与结构刚度的比值为2-6时,减震效果最好。
3.
The results show that the friction energy dissipating brace has obviously vibration-suppressing effect,and decreases dynamical respons.
结果表明:摩擦耗能支撑具有明显的减震效果,它大大降低了地震作用下结构的动力反应。
补充资料：减字木兰花 九还阳丹进道 右初一日震偶巽
【诗文】：
长男尊女。甲帐辛堂同宴处。一返游魂。闪灿炉开火力温。风雷酷烈。威赫云深明电掣。烟雨ㄨㄨ。飞下金乌宿桂宫。
【注释】：
【出处】：
长男尊女。甲帐辛堂同宴处。一返游魂。闪灿炉开火力温。风雷酷烈。威赫云深明电掣。烟雨ㄨㄨ。飞下金乌宿桂宫。
【注释】：
【出处】：
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