保利大厦

北京新保利大厦结构抗震设计

Aseismatic Design on the Structure of Beijing New Poly Plaza

新保利大厦特式吊楼结构的抗震分析与设计

Seismic Analysis and Design of Lantern Structure of Beijing New Poly Plaza

新保利大厦非对称多塔连体结构动力特性与抗震设计

Dynamic Characteristics and Anti-seismic Design of New Poly Plaza Unsymmetrical Multi-tower-connected Structures

保利大厦和东方银座的中间；

Between Poly Plaza and Oriental Kenzo Center ;

介绍了带暗支撑剪力墙在新保利大厦工程中的设计与应用情况。

The application result of the hidden support is introduced in Beijing New Poly plaza .

小分段附着悬挑式脚手架在保利大厦外装修中的应用

Application of a Little Segment Adhesive Suspension Scaffolding in the Exterior Decoration Project of Poly Plaza

结合北京新保利大厦项目，基于复杂多塔连体结构的地震动力响应特点，深入分析了多塔连体结构的抗震设计方法。

Based on a real project , the design scheme of the sky-bridge of the multi-tower-connected building is proposed and analyzed .

以保利大厦工程为例，介绍了一种高层建筑外装修改造用脚手架搭设技术。

With the example of the Poly Plaza project , the author introduces a new scaffolding set-up technology for high-rise building exterior decoration and rebuilding .

推开大门，在您面前呈现的是一座现代化的，充满高雅艺术氛围的酒店-保利大厦。

Open the gate , you will be fascinated to see a modern building imbued with elegant cultural and artistic atmosphere . And this is Poly Plaza .

对北京新保利大厦这一不规则的高层钢框架-型钢混凝土核心筒混合结构进行了1∶20缩尺比的结构模型模拟地震振动台试验研究。

Shaking table test results of a 1 / 20 scaled structural model of Beijing New Poly plaza , a high-rise steel frame-steel reinforced concrete tube hybrid building , are summarized .

以北京新保利大厦为实例，分析了非对称多塔连体结构的动力特性，进行了弹塑性分析以及振动台试验研究，总结了设计要点。

It was analyzed that the dynamic characteristic of complicated multi-tower-connected structures with the sample of Beijing New Poly Plaza , made the study of shaking table experiment and Push-over analysis , drew the design key point .

新保利大厦项目采用了悬挂吊楼、高位空腹桁架转换层、巨型桁架转换层与三个不等刚度的剪力墙筒体组成了动力特性复杂的非对称多塔连体混合结构体系。

New Poly Plaza is the architecture system of unsymmetrical multi-tower-connected mixed structures which possesses complex dynamical characteristic and is made up of suspend-floor construction , transfer structure of high Vierendeel truss , transfer structure of huge truss and three shearwall sleeves of different rigidity .