南京大学仙林校区学生宿舍26幢任务书

 2021-10-19 22:38:20

1. 毕业设计(论文)的内容和要求

(一)设计依据1、工程概况南京大学仙林校区学生宿舍26幢位于江苏省南京市栖霞区。

实际工程的建筑层数为四层-六层,建筑面积约4000m2。

结构形式为现浇钢筋混凝土框架结构。

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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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