1.
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
2.
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
3.
Second-order analysis on the large-chassis-mount multi-tower structure with consideration of floor deformation
考虑楼板变形时大底盘多塔结构二阶分析
4.
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
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 Study on the Internal Forces in the Big Raft of Multi-Tower Structure;
多塔楼结构大底板的内力分析和研究
7.
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
8.
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
9.
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
10.
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
11.
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
12.
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
13.
Seismic design and analysis of large - base - plate and twin - towers super high - rise RC building structure
钢筋混凝土大底盘双塔楼超高层建筑结构抗震设计与分析
14.
Influence of Base-Tower Stiffness Ratio on Seismic Response of Unsymmetrical Tower;
底盘与塔楼刚度比对非对称塔楼结构地震响应的影响
15.
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
16.
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
17.
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
18.
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