扬州市某科技园1号楼设计任务书
2020-04-27 23:24:50
1. 毕业设计(论文)的内容和要求
(一)设计依据 1、工程概况 本毕业设计题目为实际工程应用课题。
本工程位于江苏省扬州市,为建筑层数为5层的办公楼,建筑平面长宽约42m#215;12m,底层层高4.2m,其它层3.6m,室内外高差0.45m。
结构型式为3跨框架结构,建筑结构安全等级为二级,设计使用年限为50年;建筑场地类别为Ⅰ类,地基基础设计等级为丙级;抗震设防烈度为7度(基本地震加速度为 0.15 g),设计地震分组为第二组。
2. 参考文献
[1]叶列平编著.混凝土结构(上册)[M].北京:中国建筑工业出版社,2013 [2]东南大学等合编.混凝土结构(中册)混凝土结构与砌体结构设计(第六版)[M].北京:中国建筑工业出版社,2016 [3]徐秀丽主编.混凝土框架结构设计(第二版)[M].北京:中国建筑工业出版社,2016 [4]蓝宗建主编.混凝土结构(上册)[M].北京:中国电力出版社,2011 [5]蓝宗建主编.混凝土结构(下册)[M].北京:中国电力出版社,2012 [6]周俐俐编著.多层钢筋混凝土框架结构毕业设计实用指导 [M].北京:水利水电出版社,2012 [7]龙驭球、包世华主编. 结构力学Ⅰ- 基本教程(第3版)[M]. 北京:高等教育出版社,2015 [8]龙驭球、包世华主编. 结构力学Ⅱ- 专题教程(第3版)[M]. 北京:高等教育出版社,2015 [9]陈希哲编著.土力学地基基础(第5版)[M]. 北京:清华大学出版社,2013 [10]李必瑜主编.房屋建筑学(第5版)[M].武汉:武汉理工大学出版社,2014 [11]刘金波编著.建筑地基基础设计禁忌及实例[M].北京:中国建筑工业出版社,2013 [10]付向红主编.多层民用建筑混凝土框架结构设计[M].北京:机械工业出版社,2014 [12] [美]尼尔森等主编.混凝土结构设计(Volume 1)[M].哈尔滨:哈尔滨工业大学出版社,2015 [13]刘峰主编.混凝土结构设计手算实例详解[M].北京:化学工业出版社,2016 [14]沈蒲生编著.楼盖结构设计原理[M].北京:科学出版社,2003 [15]熊丹安主编.钢筋混凝土框架结构设计与实例[M].武汉:武汉理工大学出版社,2005 [16]孙香红主编.实用混凝土结构设计 课程设计及框架结构设计实例[M].西安:西北工业大学出版社,2008 [17] Soobae An, Soungmin Ji, Changtaek Hyun, and Sangwon Han. A Model-based Productivity Improvement of Reinforced Concrete Work in a Multi-housing Project [J].KSCE Journal of Civil Engineering,2015,19(5):1183-1192. [18] Amir Soltani, Kent A. Harries , and Bahram M. Shahrooz . Crack Opening Behavior of Concrete Reinforced with High Strength Reinforcing Steel [J]. International Journal of Concrete Structures and Materials,2013, 7(4):253-264. [19] Ilker Kalkan,and Jong-Han Lee. Effect of Shrinkage Restraint on Deflections of Reinforced Self-compacting Concrete Beams [J]. KSCE Journal of Civil Engineering, 2013,17(7):1672-1681. [20] Timo K. Tikka, S. Ali Mirza . Effective Length of Reinforced Concrete Columns in Braced Frames [J]. International Journal of Concrete Structures and Materials,2014,8(2):99-116. [21] Machhindra S. Purkar, Sunil Kute . Finite element analysis of a concrete#8209;rigid wall retaining a reinforced backfill [J]. Geo-Engineering,2015, 6-14. [22]Guillermo Etse, Antonio Caggi, Sonia Vrech. Multiscale failure analysis of fiber reinforced concrete based on a discrete crack model[J]. Int J Fract,2012,178:131-146. [23]Ozan Cem Celik, Bruce R. Ellingwood b. Seismic fragilities for non-ductile reinforced concrete frames #8211; Role of aleatoric and epistemic uncertainties [J]. Structural Safety,2010, 32: 1-12. [24] Jin-Keun Kim, Sang-Soon Lee b. The behavior of reinforced concrete columns subjected to axial force and biaxial bending [J]. Engineering Structures,2000, 23:1518-1528. [25] H. Sezen, A.S. Whittaker b, K.J. Elwood a, K.M. Mosalam. Performance of reinforced concrete buildings during the August 17, 1999 Kocaeli, Turkey earthquake, and seismic design and construction practise in Turkey[J]. Engineering Structures,2003, 25:103-114. [26] X.Q. Zhu, S.S. Law. A concrete#8211;steel interface element for damage detection of reinforced concrete structure[J] . Engineering Structures ,2007,29:3515-3524. [27]Yi Li, Xinzheng Lu, Hong Guan, Lieping Ye.An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures[J]. Engineering Structures, 2011 (33): 2931#8211;2942 [28]Guofu Qiao , Yi Hong , Jinping Ou.Corrosion monitoring of the RC structures in time domain: Part I. Response analysis of the electrochemical transfer function based on complex function approximation[J].Measurement , 2015 (67) :78#8211;83 [29]Shuang Li, Zhanxuan Zuo , Changhai Zhai , Shiyu Xu , Lili Xie. Shaking table test on the collapse process of a three-story reinforced concrete frame structure[J].Engineering Structures ,2016 (118): 156#8211;166 [30] D. Wu, S. Tesfamariam, S.F. Stiemer.Seismic fragility assessment of RC frame structure designed according to modern Chinese code for seismic design of buildings[J]. Earthquake Engineering And Engineering Vibration,2012 (11): 331-342 [31] Sharad Manohar ,Suhasini Madhekar. Seismic Design of RC Buildings Theory and Practice[M].Springer Transactions in Civil and Environmental Engineering [32] Feng Yuan, Wu Xiaobin, Xiong Yaoqing, Li Congchun.Seismic performance analysis and design suggestion for frame buildings with cast-in-place staircases[J]. Earthquake Engineering And Engineering Vibration, 2013 (12): 209-219 相关课本与规范
3. 毕业设计(论文)进程安排
起讫日期 设计(论文)各阶段工作内容 备 注 第1-3周 建筑方案及建筑施工图 3.0周 第3周结束时上交全部建筑施工图,建筑指导教师作初步批改 第4周 结构选型与布置及布置图的绘制 1.0周 第5周 计算简图及荷载计算 1.0周 第6-7周 框架内力计算及内力组合 上机计算 2.0周 第8周 框架梁、柱截面设计,上机计算 1.0周 第9周 现浇楼面板设计、楼梯结构设计计算、上机计算 1.0周 第10周 基础设计、上机计算 1.0周 第11-13周 绘施工图、整理前述工作的计算书 3.0周 第13周结束时提交毕设成果,第14周进行查重、修改 第15周毕业设计成果批改、答辩、评定成绩