性能抗震设计 Performance-Based Seismic Design
基于性能抗震设计 Performance-Based Seismic Design
基于损伤性能抗震设计 Aseismic design based on damage property
本文的主要研究内容是型钢混凝土结构和无粘结预应力混凝土结构的抗震性能和设计理论。
The main contents of this thesis are the aseismatic performance and design theory of steel reinforced concrete structures and unbonded prestressed concrete structures.
结合课题组前期的研究成果，就一种新型结构的主要受力构件——密肋复合墙体的抗震性能及设计理论进行研究。
On the basis of previous study, this paper presents a research on the aseismic performance and design theory of multi-ribbed slab wall, which is the main bearing member of a new structure.
结果表明，按照拼接区的实际受力进行设计，不仅拼接用料和施工用时较少，而且抗震性能有所提高。
Results show that splicing joints designed according to the actual force at splice joint center can not only save connection materials and construction time, but also improve its seismic property.
应用推荐