某旅馆八层框架结构设计计算书.doc

设计中英文摘要
　　　本工程为天津市一拟建多层旅馆。按使用功能将建筑分为八层的旅馆主楼和局部二层的商场。主楼标高28.2m，局部裙楼两层8.4m。总建筑面积10326.24m2。本建筑物防火等级二级，抗震设防烈度7度。
　　　本工程结构设计采用框架结构，结构计算按横向框架承重分析。内力计算考虑以下四种荷载作用，即水平地震荷载作用下的内力，竖向恒载作用下的内力，重力荷载设计值作用下的内力及风载作用下的内力，。在进行截面抗震设计时，柱按偏压构件计算，为保证延性框架要“强剪弱弯，强柱弱梁，强节点弱构件强锚固的设计原则，且满足构造要求。

Design Abstract
　　　This engineering is a hotel of many layers intending to set up in Tianjin City. According to the use function, the construct contents eight layer’s tall building and two layer’s short building. The high is 28.2 ms of Main floor and the partial floor elevation is 8.4 m. Total building area is 10326.24 m2. This building resistant fires is second class, and the anti-seismic garrison is seven point five degree.
　　　This engineering construction design adoption the frame construction, Being calculating the structure, the lateral structure be lacked as frame system and be analysis. construction calculation consider of the action come from four loads, they are horizontal earthquake load, design value of gravity load and representative value of gravity load, and the other is wind load. Being underway the design of cross-section anti-seismic, we look the column as stubbornly pressed member to compute. In the intrest of the assurance of the frame-work ability continue, we adhere to the design principle is “stranger column and weaker beam, stranger shear force and weaker bending, stranger joint stronger anchorage”. And the cross-section must to meet the demand of construction.