裙房

本文采用动力时程分析方法，选择了合理的地震波，对高层建筑的主体与裙房整体化设计进行了抗震性能的计算分析。

The paper analyzes the dynamic anti-earthquake behavior of high building with skirt building by dynamic time procedure means .

主楼建筑在软土地基时基础的处理及桩基础的设计。裙房的结构体系及基础也作了扼要的介绍。

The structural system and foundation of Skirt Building are outlined as well .

MR阻尼器耦联的带裙房高层建筑的半主动逻辑控制方法

Semi-active logic control method of seismic response of tall buildings with podium structure using an MR damper

塔楼在四层裙房内包含了大型宴会厅，会议中心，餐饮区，健身中心和SPA设施。

The tower sits atop a four-level podium that houses large banquet , meeting , dining , fitness and spa facilities .

试验结果表明：用MR阻尼器耦联主楼与裙房，采用半主动逻辑控制方法进行控制，能有效抑制主楼的鞭梢效应并使主楼和裙房的地震反应减小。

The experimental results show that the MR damper with the semi-active logic control algorithm could significantly mitigate the seismic whipping effect and reduce the seismic responses of both the tall building and the podium structure .

本文建立了用ER／MR智能阻尼器耦联的带裙房高层建筑结构地震反应半主动控制的设计计算方法。

This paper presents an analytical method for semi-active control of seismic responses of tall building , whose tower structure and skirt structure are connected to each other with ER / MR dampers .

方舟花园B栋公寓办公楼为23层主楼带2层裙房，主体高度8470m，计算高度达11760m。

The paper introduced the structural design of Fangzhou Garden B block & an apartment office building , whose building area is 26 500 m 2 , main part height is 84 70m , effective height is 117 60m .

南京新世界中心A、B两座主楼间裙房的屋面采用预应力组合网架结构，解决了跨度大、层高低、荷载重及管线布置复杂等技术矛盾。

Main building A and B of Nanjing New World Center are connected by a podium of compound prestressed grid framework . This type of structure solved many technique conflicts among large span , smaller story height , heavy load and complex pipe / duct system .

带裙房高层建筑的沉降缝设置探讨

The Discussion of Settlement Joints of High-rise Buildings Surrounded by Podiums

底部整体裙房上部多塔结构地震反应分析

Seismic Response Analysis for Multi-Tower Structure with a Podium at Bottom

新闻大厦裙房基础方案的比较、优选

Comparison and Optimization of Foundation Designs of Podium of News Building

带裙房高层建筑基础筏板厚度确定方法

Determinate Method for Base Plank Thickness of Tall Structure with Annex

简述带裙房高层混凝土建筑后浇带的设置

The Setting of Embedded Joint for High-rise Concrete Building with Podium

带裙房的高层建筑试验模型动特性测试

Test on the Dynamic Property of Tall Building Model with Podium Structures

带裙房高层建筑框&筏基础筏板厚度的探讨

Investigation on Soleplate Thickness of Frame-Raft Foundation under High-rise Building with Annex

多高层建筑主楼与裙房变形缝设置探讨

On Installing Deformation Crack of Main and Secondary Storey in Multi-high Building

高层建筑主楼和裙房不设缝时的分析

Analysis of Settlement Joint of High-rise Building Surrounded by Podium

高层建筑和低层裙房基础设计方案选择

Scheme selection for foundation design of high building and the lower skirt section

高层建筑和裙房连体筏板地基反力分布的探讨

Discussion on Soil Reaction Spread of Whole Foundation for Tall Building with Podium

高层主楼与低层裙房基础沉降的解决方案第一部分为导言，主要介绍本选题的依

Solutions of foundation settlement of high ? rise main building and surrounding building

高层建筑与裙房基础整体连接设计时基底反力和变形规律研究

Study on reaction and deformation of whole foundation for tall building with podium

上海环球金融中心裙房地下结构地下连续墙渗漏修复

Leakage treatment of underground continuous wall of Shanghai World Financial Center 's annex

世茂国际广场主楼与裙房减振弱连接设计

Design on Weak Connection Between Main Tower and Podium in Shanghai Shimao International Plaza

复杂地质条件下带裙房高层建筑疏桩基础设计

Design of sparse pile foundation of high-rise building with podium under complicated geological conditions

高层主楼与裙房或地下车库之间的基础设计

Foundation Design Between the Main Tower and Its Podium or Underground Garage of High-rise Buildings

在裙房和客房部分，我都引入了中庭的概念。

In the podium and Some rooms , I have introduced the concept of the atrium .

高层建筑及其裙房结构整体设计抗震性能的动力分析

The Design Analysis of Anti-earthquake Behavior on Whole Design of High Buildings with Its Skirt Building

高水位下的高层建筑裙房及地下室抗浮研究

Study on Anti-Floating of the Assistant Building of Tall Building and Basement at High Ground Water Level

裙房框架对大底盘高层框架厚筏基础反力变形的影响

Study on Deformation and Reaction Pressure of Large-podiums Frame Structure with Thick Raft Foundation Under Tall Building

杭州国际会议中心主楼与裙房的结构体系及相互影响

The structural system and interaction of main building and secondary storey of International Conference Center in Hangzhou