1) No Collapsing With Strong Earthquake
大震不倒
1.
The design criterion of engineering structure under earthquake effect is that No Damage With Weak Earthquake and No Collapsing With Strong Earthquake.
工程结构系统在地震作用下的设计要求是“小震不坏,大震不倒”,现行的概念设计加抗震验算设计方法给出的只能是一个可用解,而不是满足“大震不倒”要求的最优解。
2) large earthquake
大震
1.
Discussion on relation between big flood and large earthquake by means of the effect of the Tropic of Cancer;
从北回归线效应讨论大洪灾与大震的相关性
2.
① The large earthquake migrates it′s way from east to west along the Qilianshan structural zone,and the magnitude of earthquake decreases.
祁连山构造带地震迁移活动研究表明,存在不同震级层次的地震迁移现象:①大震顺构造带迁移由东而西震级衰减;②中强地震沿构造带东、中、西段交替发生;③横构造带地震跳迁会影响顺构造带地震的有序迁移;④祁连山中东段—东段存在发生破坏性地震的背景。
3.
It is postulated that the future large earthquake may be occurrence on the Dongdatan-Xidatan segment of the Eastern Kunlunshan Fault, also the future large earthquake and strong earthquakes may be occurrence on the section of the Tanggulashan-Lasa of Qingzang railway.
1级地震、青藏高原地震带、活动断裂带入手 ,讨论了青藏高原地区大地震活动规律 ,指出东昆仑山断裂带东 -西大滩段将是发生大地震的最危险地段 ,唐古拉山到拉萨一带既是大震危险区段 ,又是强震频发区段。
3) Macroquake
大震
4) the ancient great earthquakes
历史大震
5) maximum magnitude
最大震级
6) genesis of major earthquakes
大震成因
参考词条
补充资料：倒大
1.非常;无比。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。