1. 毕业设计（论文）的内容和要求
（一）设计依据1、工程概况南京市浦口区公安局晓桥交警中队办公楼位于江苏省南京市浦口区。
实际工程的建筑层数为四层-六层，建筑面积约2500m2。
结构形式为现浇钢筋混凝土框架结构。
2. 参考文献
[1] 苏J01-2005．施工说明[S]．[2] 苏J9503-J04-2005．屋面建筑构造、阳台、楼梯、卫生间、洗手池[S]．[3] 苏J9508．室外工程[S]．[4] 苏J05-2005．楼梯[S]．[5] 苏J11-2006．铝合金门、窗[S]．[6] 苏J09-2005．轻质隔墙、墙身、楼地面变形缝[S]．[7]《办公建筑设计规范》JGJ 67--2006[8] 建筑设计资料集．北京：中国建筑工业出版社．[9] GB50010-2010．混凝土结构设计规范[S]．[10] GB50009-2012．建筑结构荷载规范[S]．[11] GB50011-2010．建筑抗震设计规范[S]．[12] GB50003-2011．砌体结构设计规范[S]．[13] GB50007-2011．建筑地基基础设计规范[S]．[14] JGJ942008．建筑桩基技术规范[S]．[15] 16G101-1．混凝土结构施工图平面整体表示方法制图规则和构造详图[S]．[16] 建筑结构构造资料集(上、下)[Z]．北京：中国建筑工业出版社．[17] 徐秀丽主编．混凝土框架结构设计[M]．北京：中国建筑工业出版社． [18]龙驭球、包世华主编. 结构力学Ⅰ- 基本教程[M]. 北京：高等教育出版社，2006.[19]龙驭球、包世华主编. 结构力学Ⅱ- 专题教程[M]. 北京：高等教育出版社，2006.[20]混凝土结构设计原理，三校合编，中国建筑工业出版社．[21]混凝土结构设计，三校合编，中国建筑工业出版社．[22]土力学与地基基础，北京：中国建筑工业出版社．[23]建筑结构抗震，北京：中国建筑工业出版社．[24]建筑施工与组织，北京：中国建筑工业出版社．[25]工程造价，北京：中国建筑工业出版社．[26]Fiore A, Spagnoletti G, Greco R. On the prediction of shear brittle collapse mechanisms due to the infill-frame interaction in RC buildings under pushover analysis[J]. Engineering Structures, 2016, 121:147-159.[27]He S, Song J. The Seismic Analysis and Design Countermeasures on the Stair Treads of the Folded Plate Staircase in Reinforced Concrete Frame Structure[M]// Future Computer, Communication, Control and Automation. Springer Berlin Heidelberg, 2011:649-655.[28]Lu X, Lin K, Li Y, et al. Experimental investigation of RC beam-slab substructures against progressive collapse subject to an edge-column-removal scenario[J]. Engineering Structures, 2016.[29]Ren P, Li Y, Lu X, et al. Experimental investigation of progressive collapse resistance of one-way reinforced concrete beamslab substructures under a middle-column-removal scenario[J]. Engineering Structures, 2016, 118:28-40.[30]Thinley K, Hao H. Seismic performance of reinforced concrete frame buildings in Bhutan based on fuzzy probability analysis[J]. Soil Dynamics Earthquake Engineering, 2017, 92:604-620.[31]Zhang P, Hou S, Ou J. A beamcolumn joint element for analysis of reinforced concrete frame structures[J]. Engineering Structures, 2016, 118:125-136.[32]Zhou, Y., Chen, T., Pei, Y., Hwang, H. J., Hu, X., Yi, W., Deng, L. (2019). Static load test on progressive collapse resistance of fully assembled precast concrete frame structure. Engineering Structures, 200, 109719.[33]Alahi, F. N., Vatandoost, M. (2018). Single diagonal precast prestressed concrete bracing for strengthening existing concrete frames. International Journal of Advanced Structural Engineering, 10(4), 339-347.[34]Xu, W., Yang, W., Zhang, C., Yu, D. (2017). Shake table test for the collapse investigation of a typical multi-story reinforced concrete frame structure in the meizoseismal area. Applied Sciences, 7(6), 593.[35]Xue, J., Zhang, X., Ren, R., Zhai, L., Ma, L. (2018). Experimental and numerical study on seismic performance of steel reinforced recycled concrete frame structure under low-cyclic reversed loading. Advances in Structural Engineering, 21(12), 1895-1910.[36]Bolea, O. (2016). The seismic behaviour of reinforced concrete frame structures with infill masonry in the Bucharest area. Energy Procedia, 85, 60-76.[37]Le, J. L., Xue, B. (2014). Probabilistic analysis of reinforced concrete frame structures against progressive collapse. Engineering structures, 76, 313-323.[38]Xiao, J., Sun, Y., Falkner, H. (2006). Seismic performance of frame structures with recycled aggregate concrete. Engineering Structures, 28(1), 1-8.
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