土木工程专业毕业设计外文文献翻译高层框架剪力墙结构设计

土木工程专业毕业设计外文文献翻译高层框架剪力墙结构设计内容摘要：

e of the overall analysis for both directions of the horizontal and vertical effects. Obtain the internal force is required in accordance with the bias or partial pull normal section force calculation. The wall structure of the frame shear wall structural design of the content frame highrise buildings, in the actual project in the use of the most seismic walls have sufficient quantities to meet the limits of the layer displacement, the location is relatively flexible. Seismic wall for continuous layout, fulllength through. Should be designed to avoid the wall mutations in limb length and alignment is not up and down the hole. The same time. The inside of the hole margins column should not be less than 300mm in order to guarantee the length of the column as the edge of the ponent and constraint edge ponents. The bidirectional lateral force resisting structural form of vertical and horizontal wall connected. Each other as the affinity of the shear wall. For one, two seismic frame shear walls, even beam high ratio should not greater than 5 and a height of not less than 400mm. Midline column and beams, wall midline should not be greater than the column width of 1/4, in order to reduce the torsional effect of the seismic action on the column. Otherwise can be taken to strengthen the stirrup ratio in the column to make up. If the shear wall shear。