|Alternative Title||The Design for 12-storey Office Building of Frame Shear Structure
|Place of Conferral||兰州
|Other Abstract||This example is an office building of 12 floors. According to the safe, suitable, economic, beautiful building policy in design, take the paces while selecting type, material, construct closely. Adopts the frame-shear wall structure, which can meet the requisition for side rigidity of the skyscraper, and can offer a free chance for fixing up rooms to meet the function of use better.
Considering the design criteria correlative and the engineering factors, when the directions of the frames is determined, firstly the weight of each floor is calculated. Then the vibrate cycle is calculated by utilizing the peak-displacement method, then making the amount of the horizontal seismic force can be got by way of the bottom-shear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force and axial force) in the structure under the horizontal loads can be easily calculated. After the determination of the internal force under the dead and live loads, the combination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which will be the basis of protracting the reinforcing drawings of the components.
This design, requiring us to understand and grasp the whole process of architectural design and training our independent ability to analyze and solve practical problems and innovation.|
于晓旭. 12层框架剪力墙办公楼设计[D]. 兰州. 兰州大学,2015.
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