1.
Research and review of the high rise building structure with large base and large opening
大底盘大孔口高层建筑结构研究综述
2.
The study of calculated method for lateral stiffness of the high-rise buildings with twin towers and large chassis
大底盘双塔楼结构刚度控制方法研究
3.
The Research on Seismic Characteristics of Two-tower Connecting Structures with Large Bases
大底盘双塔连体结构的抗震性能研究
4.
Optimization of piles-raft foundation design for multiple towers with big chassis
多塔大底盘结构的桩筏基础优化设计
5.
Shaking table model test of a twin-tower connecting tall building with enlarged base and transfer storey
大底盘双塔楼连体结构抗震试验研究
6.
THE STRUCTURAL DESIGN SHENZHOU BUILDING OF BIG BASE FOUNDATION TWIN TOWERS JOINTED HIGHRISE STRUCTURE
大底盘双塔连体高层建筑神舟大厦结构设计
7.
Structural Design of a High-rise Building with Super-long Base and Asymmetric Twin Towers
超长大底盘不对称双塔高层建筑结构设计
8.
Design and Analysis for Seismic Behavior of Connected Multi-tower Structures with an Enlarged Base;
大底盘多塔结构震动分析与工程结构设计
9.
The Research and Analysis of Base-isolated System about Multi-tower Structure with a Large Podium;
大底盘多塔楼结构基础隔震性能分析与研究
10.
Design and Analysis for Seismic Behavior of Connected Twin-tower Structures with an Enlarged Base;
大底盘双塔楼连体结构的抗震性能分析和设计
11.
The Research on Aseismatic Behavior of Asymmetric Two-tower Connecting Structures with a Large Base;
大底盘非对称双塔连体结构抗震性能研究
12.
The Dynamic Performance Analysis of Enlarged-Base Twin-Tower Structure with Conversion Layer
带转换层的大底盘双塔结构动力性能分析
13.
Time-history Analysis of Isolated Structure with Tower Structure and Large Podium
大底盘高塔楼隔震结构的动力时程分析及优化
14.
Several thought on enlarge base structure design of one high rise building
某高层建筑大底盘结构设计的几点体会
15.
Seismic response of unsymmetrical tower building with enlarged base
大底盘非对称塔楼结构的地震反应分析计算
16.
Structural design of complex high-rise building group with large bothelith and multi-towers
大底盘多塔楼连体复杂高层建筑群结构设计
17.
MULTI-TOWER STRUCTRURE EARTHQUAKE RESISTANCE MECHANICAL ANALYSIS AND DESIGN PRACTICES
大底盘多塔结构抗震动力分析与工程设计实践
18.
Influence of the transfer layer's vertical position on the anti-seismic of the large base double-tower structure
转换层竖向位置对大底盘双塔结构抗震的影响