1.
Seismic Response Analysis of a Two-Story Hybrid Subframe-Shear Wall Masonry Structrure;
某非完整的底部两层框架—抗震墙砖房结构的地震响应分析
2.
Finite-Element Analysis of Brick Masonry Building with Frame-Shear Wall Structure at First Two Stories Considering Floor Deformation;
考虑底部两层框架——抗震墙砖房楼极变形的有限元分析
3.
Seismic Response and Finite-Element Anaylysis of a Two-Story Hybrid Frame-shear Wall Masonry Structrure
底部两层框架—抗震墙砖房结构的地震响应有限元分析
4.
Create a frameset with independent top and bottom frames
创建一个有独立的顶部和底部框架的框架集
5.
Study on Seismic Performance of Infilled Frame of Underlying Weak Layer
底层薄弱层框架—填充墙抗震性能研究
6.
DISSCUSSION ABOUT ACTION ON FRAME BY CAPSIZING MOMENT OF A PRIMER-FRAME BRICK STRUCTURE
论底层框架砖房倾覆力矩对框架的作用
7.
Nonlinear Dynamic Analysis of Single-Layer Grid Shell Considering Support-frame;
考虑底部框架共同作用下单层网壳的非线性动力分析
8.
Structural Design and Construction of Hetero-Column-Frame with Bottom joist and brace columns and Transfer Floor
底部抽柱带转换层的异形柱框架结构设计与施工
9.
A Brief Discussion on Seismic Design of Multistorey Brick Buildings with Frame-shear Wall on Ground Storey;
浅谈底层框架─—抗震墙砖房的抗震设计
10.
DYNAMIC TIME HISTORY ANALYSIS ON THE INTERLAYER SEISMIC ISOLATION MASONRY BUILDING WITH FRAME STRUCTURE IN THE FIRST STOREY
底层框架砌体房屋层间隔震动力时程分析
11.
frame (chassi) for the apparatus
设备用框架（底盘）
12.
Study on seismic behavior of fringe frame with rectangle columns at the bottom and specially-shaped columns at upper stories
底部矩形柱上部异形柱边框架抗震研究
13.
Nonliner Analysis of Special-Shaped R.C. Frame Structure with Bottom Rectangle Columns;
底部矩形柱上部异形柱框架非线性分析
14.
The Ground Framework in Seismic Areas-The Main Points of Houses Design with Anti-seismic Wall Brickwork;
浅析地震区底层框架——抗震墙砌体房屋设计
15.
Analysis on the Non-linear Dynamic of the Bottom Frame Build with Blasting Shoch;
爆破震动底层框架砌体结构非线性动力分析
16.
Forecasting Seismic Damage in the Frame Structure of Bottom Story with Fuzzy Neural Network
用模糊神经网络方法预测底层框架结构震害
17.
The Experimental Study on Seismic Behavior of Concrete Perforated Brick Masonry with Frame Structure at First Floor
底层框架-混凝土多孔砖房屋抗震性能试验研究
18.
Experimental Study on Performance of 2-Storey and 2-Bay Composite Steel Frames Subjected to Fire
两层两跨组合钢框架抗火性能的试验研究