Analysis of Technical Specification for Concrete Structure of High-rise Building

According to Technical Specification for Concrete Structures of High-rise Buildings (JGJ 3-2010).

Seismic isolation and energy dissipation design

According to clause 3.7.4, L, the elastic-plastic deformation meter of the weak layer of high-rise building structure under rare earthquake is correct, and the building structure designed with isolation and energy dissipation is correct.

Simplified calculation method of frame structure

According to Clause L of Article 5.5.2, the simplified calculation method specified in Article 5.5.3 of this Code can be adopted for frame structures with no more than 12 stories and no sudden change in lateral stiffness between stories, which is correct.