1.
Earthquake Resistance Behavior of Frame Structure under Those Vertical and Horizontal Earthquake Excitation Simultaneously;
竖向地震对框架结构水平抗震性能的影响
2.
Single Assembly Preliminary Analysis for Horizontal Seismic Analysis on Fast Breeder Reactor Core
快堆堆芯水平抗震分析的单组件初步分析
3.
The Analysis for Lateral Aseismic Deformation Capacity of a 4-story RC Model Frame;
四层钢筋混凝土模型框架的水平抗震变形能力分析
4.
Tentative study on the seismic performance and index for different performance level of SRC columns
SRC柱抗震性能和抗震性态水平指标试验研究
5.
The crack analysis for the filler wall under the horizontal earthquake action
填充墙在水平地震作用下的抗裂分析
6.
Earthquake-Resistance Performance Researching of Brick Wall with Structure Column, Ring Girder and Horizontal Ribs;
带构造柱圈梁水平配筋砖墙的抗震性能研究
7.
Division Standard Used to Determine Seismic Performance Level of Reinforced Concrete Frame Structure
钢筋混凝土框架结构抗震性能水平划分标准
8.
Study on Seismic Behavior of Stack-like Structure under Vertical and Horizontal Earthquake Actions;
高耸烟囱结构在竖向和水平地震作用下的抗震性能分析
9.
Study on Several Problems of Structural Seismic Analysis and Design Considering Earthquake Actions in Two Directions Simultaneously;
考虑双向水平地震作用的结构抗震分析与设计若干问题研究
10.
Analysis of Seismic Performance of Subassemblage and Prestressed Concrete Frame under Horizontal Seismic Loading;
水平地震力作用下预压装配式框架抗震性能分析
11.
seismic monitoring of hydraulic structure
水工建筑物抗震监测
12.
Research on Seismic Performance of Steel Plate Shear Wall-Core Tube Structure with Strengthened Story
带水平加强层钢板剪力墙芯筒结构体系的抗震性能研究
13.
Preliminary exploration on the setting-level of the safety degree of the checking aseismic capacity in our existing specification
我国现行规范抗震承载力验算的安全度设置水平初探
14.
Comparison on safety level of aseismic capacity between Chinese and American codes of concrete structure design
中美混凝土结构设计规范抗震承载力安全度设置水平的比较研究
15.
Study on seismic performance levels and tolerant deformation values about SRC structures
型钢混凝土结构抗震性态水平和容许变形值的研究
16.
Assessment of Seismic Intensity with Mean Damage Index in an Earthquake-resistant Region
抗震设防地区评定地震烈度的平均震害指数法
17.
In dealing with forces due to seismic action, present codes generally specify that buildings in zones of high earthquake probability be designed to resist lateral forces
涉及到地震作用力时，现行规范通常规定地震多发区建筑的设计应能抵抗相应的水平力，
18.
The poor anti-seismic capability is one of factors that aggravate the earthquake disaster in the past.
全省房屋建筑抗震性能总体水平不高，这是造成地震灾害加重的主要原因之一。