某旅館八層框架結(jié)構(gòu)設(shè)計計算書_土木工程專業(yè)畢業(yè)設(shè)計_畢業(yè)論文.doc
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某旅館八層框架結(jié)構(gòu)設(shè)計計算書_土木工程專業(yè)畢業(yè)設(shè)計_畢業(yè)論文,設(shè)計中英文摘要本工程為天津市一擬建多層旅館。按使用功能將建筑分為八層的旅館主樓和局部二層的商場。主樓標高28.2m，局部裙樓兩層8.4m。總建筑面積10326.24m2。本建筑物防火等級二級，抗震設(shè)防烈度7度。本工程結(jié)構(gòu)設(shè)計采用框架結(jié)構(gòu)，結(jié)構(gòu)計算按橫向框粿@兄...
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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?ˉs tall building and two layer?ˉs 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.
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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?ˉs tall building and two layer?ˉs 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.
