1.
PUSHV-OVER ANALYSIS OF THE MAIN OFFICE BUILDING UNDER A RARE EARTHQUAKE
某工程主楼罕遇地震作用下静力弹塑性分析
2.
DOUBLE NONLINEAR ASEISMIC ANALYSIS OF HIGH-RISE PIER AND RIGID FRAME BRIDGES UNDER REAR EARTHQUAKE
罕遇地震作用下高墩连续刚构桥双重非线性抗震分析
3.
Analysis on Seismic Response of the High Fram-Reinforced Concrete Wall Strcture;
高层框架—筒体剪力墙结构罕遇地震作用下弹塑性时程分析
4.
Stractaral Design Under the Rare Earthquake of the Broadcasting Television Center in Shandong
山东广电中心裙房C在罕遇地震作用下的结构设计
5.
Dynamic Time-History Analysis of a Steel Meteorological Tower under Seldom Occurred Earthquake Considering P-△ Effect
某钢结构气象塔在罕遇地震作用下考虑P-Δ效应的动力时程分析
6.
At present, the checking computation of collapse preventing performance of architecture is realized by calculating the plastic displacement between layers of the unsubstantial layer under the action of the rarely met earthquake.
目前，我国建筑防倒塌验算是通过对罕遇地震作用下对薄弱层的层间弹塑性位移的验算来实现的。
7.
A Practical Approach for Estimating Elasto-Plastic Seismic Drift of Steel Frames with Semi-Rigid Connections
罕遇地震下半刚性连接框架弹塑性位移的实用计算
8.
Analysis of Bracing System for High-rise Steel Structures under Frequent Seismic Action
多遇地震作用下高层钢结构支撑形式设计分析
9.
Seismic Behaviors of Frames in Frame-Wall Structures under Rare Earthquakes on the Zone of Fortification Intensity 8 in China
8度区框-剪结构中框架在罕遇地震下的反应性态
10.
On damping in elastic-plastic static and dynamic method under rare earthquakes
罕遇地震弹塑性静、动力分析方法中结构阻尼问题探讨
11.
“The precursor strategy will not work because earthquakes are too complicated and too infrequent.
“前兆战略无法工作，因为地震过于复杂、过于罕见。
12.
Elasto-Plastic Time-History Analysis for a Frame-Tube Tall Building in Zhu Jiang Xin Cheng J2-5 Plot under Expected Rare Earthquakes
珠江新城J2-5地块框架-核心筒超高层结构的罕遇地震弹塑性时程分析
13.
Don't worry about such improbabilities as earthquakes.
不必为像地震这类罕见的事情而担心。
14.
Don' worry about such inprobabilities as earthquakes
不必为象地震这样罕见的事担心
15.
Analysis on Dynamic Stability of Isolated Bridges By Earthquake
地震作用下隔震桥梁的动力稳定分析
16.
Earthquake Action Determination for Seismic Assessment of Existing Structures
现役结构抗震评估地震作用确定方法
17.
Seismic Control for Serially Connected Isolated Structures Subject to Two-directional Horizontal Earthquake
双向水平地震作用下串联隔震结构的减震控制
18.
Analyses of Mitigation Effects of Isolated Structures to Different Ground Motions
不同地震动作用下隔震结构减震影响分析