This paper is about a High-rise building in Dalian, the height of the building is1419m, Based on codes of the High-rise building, this building belongs to Class B Specifications This paper mainly describes the design method of the project, including the conventional load effect statistics, and the case of elastic analysis of high-frequency seismic and wind loadsStatus quo for this project, which complements the structure of the overrun part of the statistical calculation The Limit Exceed section includes both sides of the building height an arrangement of structural rules In addition to the building height The project limit violations also include the floor is not continuous, discontinuous vertical lateral force resisting member Make earthquake-proof measures for the overrun situation, including measures on the computational analysis and the structural design.Complements the structure calculation and analysis, in addition to conventional earthquake elastic analysis, elastic time history analysis, elastic analysis of the earthquake, the shock does not yield calculation, and important wall limbs in the earthquake shear cross-section of the control condition checking.In the structure of the elastic-plastic analysis, we will do a push-over analysis in the rare earthquake Eventually come to the structure to meet seismic standards requirements... |