| With the development of the social economy, buildings will be beyond industrial,transportation and other industries, in the social energy consumption in the first place and atthe same time architecture is the most important carrier of the solar energy. Solar energy inbuilding energy consumption were reduced and the role cannot be underestimated comparedwith other renewable energy sources. Due to the rapid development of high-rise buildings,developing solar high-rise buildings is an important approach to promote solar energyutilization in our country. And on the structure analysis and study is indispensable to promotesolar energy high-rise building foundation work.This paper first takes high-rise residential household type solar energy as the researchobject. Calculation model is established based on the analysis of solar energy in theconstruction of high-rise residential on the basis of the existing problems. Use PKPM-SATWE analysis of installing solar systems on the original structure of cycle ratio, shearweight ratio, just weight ratio and displacement ratio with the floor number and site categoryand the influence of the change trend of different intensity. Secondly, for three residentialbuildings in different parts of the finite element analysis, research on solar threatening thetorsional rigidity of structure, safety, integral stability and the influence of the stiffness andresearch on collection hot slabs building structure seismic performance influence according tothe simulation graphics.Third, analysis under different load effect control combination,installation of solar panels in construction, the balcony is embedded and balcony hangingoutside the trend of the bolt diameter and in xi ’an area, design value of the expansion boltdiameter. Research conclusions are as follows. (1) Install solar system in the high-rise residential and solar surface structure cycle ratio,shear weight ratio, just weight ratio and displacement ratio influence with the floor numberand different intensity change little, and as the site category different changes significantly.(2) Solar equipment installed on the original structure of the torsional rigidity, securitylayer, overall stability, and the influence of the stiffness can be ignored.(3) Install solar version of the original building structure seismic performance influencecan be ignored.(4) Solar version during installation,the balcony embedded bolt diameter than hangingoutside the balcony design value. In xi ’an area, when using embedded balcony, can choose4.8diameter10mm of bolts, when hung outside the balcony is used, can choose4.8diameter8mm diameter of bolts. |