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新疆克拉玛依市科技博物展览馆是一个平面、立面不规则的超限高层连体的重要建筑。主体塔楼结构及附属大体积混凝土块体构筑物采用预应力钢筋混凝土大跨度倾斜框架-剪力墙结构,连体及球幕采用钢结构。针对这种复杂、特殊的结构体系,制定了抗震性能指标,基于多种有限元软件进行结构设计整体协同分析。结构设计中运用了复杂块体有限元总装分析技术、高支模设计施工一体化技术、缓粘结预应力技术等。
Karamay City, Xinjiang Science and Technology Museum Exhibition Hall is a plane, elevation irregular upper-floor Siamese an important building. The main tower structure and the attached mass concrete block structure adopt the prestressed reinforced concrete long-span inclined frame-shear wall structure and the steel structure is used for the integral body and the spherical curtain. Aiming at this kind of complex and special structure system, the seismic performance index is formulated, and the overall collaborative analysis of structure design based on a variety of finite element softwares. Structural design using complex block finite element analysis of the assembly, high-mode design and construction integration technology, slow bonding prestressed technology.