[1]刘树堂.弦支穹顶结构参数优化设计研究[J].深圳大学学报理工版,2013,30(No.6(551-660)):643-648.[doi:10.3724/SP.J.1249.2013.06643]
 Liu Shutang.Study on parametric optimization design of suspendome structure[J].Journal of Shenzhen University Science and Engineering,2013,30(No.6(551-660)):643-648.[doi:10.3724/SP.J.1249.2013.06643]
点击复制

弦支穹顶结构参数优化设计研究()
分享到:

《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第30卷
期数:
2013年No.6(551-660)
页码:
643-648
栏目:
土木建筑工程
出版日期:
2013-09-30

文章信息/Info

Title:
Study on parametric optimization design of suspendome structure
文章编号:
20130615
作者:
刘树堂
广州大学土木工程学院,广州 510006
Author(s):
Liu Shutang
Schol of Civil Engineering, Guangzhou University, Guangzhou 510006, P.R.China
关键词:
结构工程预应力弦支穹顶屋盖:矢跨比优化设计目标函数
Keywords:
structure engineering prestress supendome roofs rise-span ratio optimization design object function
分类号:
TU 393.3
DOI:
10.3724/SP.J.1249.2013.06643
文献标志码:
A
摘要:
以结构质量为目标函数,考虑杆件稳定、强度、刚度和结构位移约束,对弦支穹顶结构进行了参数优化设计研究. 结果表明,厚跨比在0.13~0.15之间,结构最轻质量取得最小值;当厚跨比≤0.13时,矢厚比对结构最轻质量影响较大;厚跨比增加,环索预应力比呈线性增加,外环索预应力呈线性减小,厚跨比一定时,矢厚比越大,环索预应力比及外环索预应力就越大;厚跨比在0.16~0.17之间,结构基本周期取得最小值, 矢厚比越大, 结构基本周期越小; 厚跨比增加, 撑杆截面规格增大, 外环索截面规格减小.
Abstract:
The parametric optimization design of the suspendome structure was analyzed with structure weight as the object function,in consideration of the member’s stability,strength, stiffness and structural displacement constraints. The lightest structural weight achieves its minimum values when the depth-span ratio is from 0.13 to 0.15. When the depth-span ratio is smaller than 0.13,the rise-depth ratio has larger effect on the lightest structural weight under a definite depth-span ratio. With the increase of the depth-span ratio,the latitudinal cable prestress ratio increases linearly and the outer latitudinal cable prestress decreases linearly. Under a definite depth-span ratio,the larger rise-depth ratio results in the larger latitudinal cable prestress ratio and outer latitudinal cable prestress. The fundamental structural period obtains its minimum value when the depth-span ratio is from 0.16 to 0.17. The larger rise-depth ratio results in the smaller fundamental structural period. With the increase of the depth-span ratio,the strut section standard increases obviously,and the outer latitudinal cable section standard decreases obviously.

参考文献/References:

[1] Chen Zhihua. Research progress and engineering practice on Suspen-Dome structure[J]. Progress in Steel Building Structures, 2011, 3(5): 11-20.(in Chinese)
陈志华. 弦支穹顶结构研究进展与工程实践[J]. 建筑钢结构进展,2011,3(5):11-20.
[2] Chen Zhihua,Liu Hongbo,Niu Ben. Application of suspen-dome structures in engineering[J]. Industrial Construction,2010, 40(8): 42-48.(in Chinese)
陈志华,刘红波,牛犇. 弦支穹顶结构的工程应用[J]. 工业建筑,2010,40(8):42-48.
[3] Ge Jiaqi,Wang Shu,Liang Haitong,et al. Design and research of the large-span steel structure of the badminton gymnasium for 2008 Olympic Games[J]. Journal of Building Structures,2007, 28(6): 10-21.(in Chinese)
葛家琪,王树,梁海彤,等. 2008奥运会羽毛球馆新型弦支穹顶预应力大跨度钢结构设计研究[J]. 建筑结构学报,2007,28(6):10-21.
[4] Wang Bin,Zhang Guojun,Wang Shu,et al. Structure design and research of steel large span suspended dome of the gymnasium in Sanya Sports Centre[J]. Building Structures,2009, 39(10): 67-72.(in Chinese)
王彬,张国军,王树,等. 三亚市体育中心体育馆大跨弦支穹顶钢结构设计研究[J]. 建筑结构,2009,39(10):67-72.
[5] Wu Bing, Meng Meili, Fu Xueyi, et al. Structure design of basketball gymnasium for Shenzhen Universiade[J]. Steel Construction, 2010,29(13):39-46.(in Chinese)
吴兵,孟美莉,傅学怡,等. 深圳大运会篮球馆结构设计[J]. 钢结构,2010, 25(2):39-46.
[6] Wu Honglei,Ding Jiemin,He Zhijun,et al. Structural analysis and design of suspendome roof of gymnasium of Lianyungang[J]. Building Structures,2008,38(9):32-36.(in Chinese)
吴宏磊,丁洁民,何志军,等. 连云港体育馆屋面弦支穹顶结构分析与设计[J]. 建筑结构,2008,38(9):32-36.
[7] Liu Hongbo,Chen Zhihua,Niu Ben. Numerical simulation and in-situ monitoring of pre-stressing construction of suspen-dome structures[J]. Journal of Building Structures,2012,33(12):79-84.(in Chinese)
刘红波,陈志华,牛犇. 弦支穹顶结构施工过程数值模拟及施工监测[J]. 建筑结构学报, 2012,33(12):79-84.
[8] Zhang Yingying,Zhang Qilin,Chen Lu,et al. Structural prestress monitoring of Lianyungang gymnasium suspen-dome[J]. Journal of Vibration Measurement & Diagnosis, 2010,30(2):181-212.(in Chinese)
张营营,张其林,陈鲁,等. 连云港体育馆弦支穹顶结构预应力施工监测[J]. 振动测试与诊断,2010,30(2):181-212.
[9] Zhang Ailin, Liu Xuechun, Zhang Chuancheng. Construction monitoring and control of the prestressing suspenddome of the badminton arena for 2008 Olympic Games[J]. Journal of Beijing University of Technology, 2008,34(2): 150-154.(in Chinese)
张爱林,刘学春,张传成. 2008奥运会羽毛球馆新型预应力弦支弯顶结构施工监控[J]. 北京工业大学学报,2008,34(2): 150-154.
[10] Wang Yongquan,Guo Zhengxing,Luo Bin. Comparative analysis on forming method for large-span elliptic suspended-dome prestress engineering[J]. Construction Technology, 2008, 37(3): 26-28.(in Chinese)
王永泉,郭正兴,罗斌. 大跨度椭球形弦支穹顶预应力张拉成形方法对比分析[J]. 施工技术,2008,37(3):26-28.
[11] Guo Zhengxing, Wang Yongquan, Luo Bin, et al. Prestressed cable construction of large-span suspended-dome in Jinan Olympic Center Gymnasium[J]. Construction Technology, 2008, 37(5):133-135.(in Chinese)
郭正兴,王永泉,罗斌,等. 济南奥体中心体育馆大跨度弦支穹顶预应力拉索施工[J]. 施工技术,2008,37(5):133-135.
[12] Shi Kairong,Guo Zhengxing,Luo Bin. Method for determining the prestress of elliptical suspendome structures[J].China Civil Engineering Journal,2010,43(9):88-99.(in Chinese)
石开荣,郭正兴,罗斌. 椭圆形弦支穹顶结构的预应力确定方法研究[J]. 土木工程学报,2010,43(9):88-99.
[13] Yang Bo,Dai Guoxin,Nie Shidong,et al. Prestress optimization of chamfering triangle suspen-dome structure[J]. Building Structures, 2010,40(5): 100-103.(in Chinese)
杨波, 戴国欣, 聂诗东,等. 倒圆角三角形弦支穹顶结构预应力优化[J]. 建筑结构,2010,40(5): 100-103.
[14] Zhang Mingshan,Bao Hongze,Zhang Zhihong, et al. Optimal prestress design of suspendomes[J]. Spatial Structures,2004,10(3):26-30.(in Chinese)
张明山,包红泽,张志宏,等. 弦支穹顶结构的预应力优化设计[J]. 空间结构, 2004,10(3): 26-30.
[15] Cai Jianguo,Feng Jian,Tu Zhanqi,et al. Prestress design and seismic behavior of suspend-dome[J]. Journal of Sichuan University Engineering Science Edition,2009,41(4): 70-75.(in Chinese)
蔡建国,冯健, 涂展麒,等. 弦支穹顶结构预应力设计及其抗震性能研究[J]. 四川大学学报工程科学版,2009,41(4): 70-75.
[16] Liu Huijuan,Luo Yongfeng. Influence of pre-stress on dynamic stability of suspen-domes[J]. Building Structures,2009,39(7): 23-26.(in Chinese)
刘慧娟,罗永峰. 预应力对弦支穹顶结构动力稳定性的影响[J]. 建筑结构,2009,39(7): 23-26.
[17] Kitipornchai S,Kang Wenjiang,Heung Fai Lam, et al. Factors affecting the design and construction of Lamella suspen-dome systems[J]. Journal of Constructional Steel Research,2005, 61:764-785.
[18] Kang Wenjiang,Chen Zhihua,HeungFai Lam, et al. Analysis and design of the general and outmost-ring stiffened suspen-dome structures[J]. Engineering Structures,2003,25:1685-1695.
[19] Cao Qingshuai,Zhang Zhihong. A simplified strategy for force finding analysis of suspendomes[J]. Engineering Structures,2010, 32:306-318.
[20] Chen Z H,Wu Y J,Yin Y,et al. Formulation and application of multi-node sliding cable element for the analysis of Suspen-dome structures [J]. Finite Elements in Analysis and Design, 2010, 46: 743-750.
[21] Liu Shutang. Research on sizing optimum design of suspendome structure[J]. Progress in Steel Building Structures,2012,14(6):38-46.(in Chinese )
刘树堂. 弦支穹顶结构尺寸优化设计的研究[J]. 建筑钢结构进展,2012,14(6):38-46.
[22] Huang Mingxin. Design and Construction of Large-scale Beam String Structures [M]. Jinan: Shandong Science and Technology Press, 2005:192-244.(in Chinese)
黄明鑫. 大型张弦梁结构的设计与施工[M]. 济南:山东科学技术出版社,2005:192-244.
[23] Liu Shutang. Research on factors affecting cable design prestress and internal force of beam string structure [J]. Journal of Guangzhou University Natural Science Edition, 2011,10(6): 62-67.(in Chinese )
刘树堂. 张弦桁架结构拉索设计预应力影响因素研究[J]. 广州大学学报自然科学版, 2011, 10(6):62-67.
[24] Technical specification for pre-stressed steel structures CECS212 [S].(in Chinese)
预应力钢结构技术规范CECS212 [S].
[25] Liu Shutang, Peng Jiankun. Random zigzag method applied to optimum sizing design of truss subjected to displacement and stress constraints[C]// Proceedings of the Eleventh International Symposium on Structural Engineering. Guangzhou: SES, 2010: 758-762.
[26] Shen Shizhao, Xu Chongbao,Zhao Chen,et al. The Design of Cable Structures[M]. Beijing: China Building Industry Press,2006:293-298.(in Chinese)
沈世钊,徐崇宝,赵臣,等. 悬索结构设计[M]. 北京:中国建筑工业出版社, 2006:293-298.

相似文献/References:

[1]秦士洪,李唐宁,黄昌正,等.预应力钢骨混凝土支托刚架试验研究[J].深圳大学学报理工版,2007,24(4):345.
 QIN Shi-hong,LI Tang-ning,HUANG Chang-zheng,et al.Experimental study on the triangular bracket of PSRC[J].Journal of Shenzhen University Science and Engineering,2007,24(No.6(551-660)):345.
[2]朱美春,刘建新,王清湘.钢骨-方钢管高强混凝土柱的轴压比限值[J].深圳大学学报理工版,2010,27(1):95.
 ZHU Mei-chun,LIU Jian-xin,and WANG Qing-xiang.Axial load limit for square steel tubes filled with steel-reinforced high-strength concrete[J].Journal of Shenzhen University Science and Engineering,2010,27(No.6(551-660)):95.
[3]周海俊,米红雨,谭也平.锈蚀-疲劳作用下的砼梁桥失效概率分析[J].深圳大学学报理工版,2010,27(1):109.
 ZHOU Hai-jun,MI Hong-yu,and TAN Ye-ping.Failure probability analysis of reinforced concrete bridges under coupled corrosion fatigue effects[J].Journal of Shenzhen University Science and Engineering,2010,27(No.6(551-660)):109.
[4]白音,石永久,王元清.火灾中网架结构受力分析与设计方法[J].深圳大学学报理工版,2011,28(No.2(095-188)):113.
 BAI Yin,SHI Yong-jiu,and WANG Yuan-qing.Mechanical properties analysis and design method for grid structures under fire conditions[J].Journal of Shenzhen University Science and Engineering,2011,28(No.6(551-660)):113.
[5]管民生,韩大建,杜宏彪,等.钢筋混凝土框架结构的抗震性能指标研究[J].深圳大学学报理工版,2011,28(No.3(189-282)):200.
 GUAN Min-sheng,HAN Da-jian,DU Hong-biao,et al.A new seismic performance index for reinforced concrete frame structures[J].Journal of Shenzhen University Science and Engineering,2011,28(No.6(551-660)):200.
[6]蔡健,林焕彬,侯磊,等.带约束拉杆矩形钢管混凝土短柱延性分析[J].深圳大学学报理工版,2011,28(No.3(189-282)):213.
 CAI Jian,LIN Huan-bin,HOU Lei,et al.Analysis of ductility of rectangular concrete-filled steel tube stub columns with binding bars subjected to eccentric loading[J].Journal of Shenzhen University Science and Engineering,2011,28(No.6(551-660)):213.
[7]方明霁,李国强,李一松.型钢混凝土中高剪力墙的抗震性能[J].深圳大学学报理工版,2012,29(No.1(001-094)):38.[doi:10.3724/SP.J.1249.2012.01038]
 FANG Ming-ji,LI Guo-qiang,and LI Yi-song.Seismic behavior of steel reinforced concrete mid-rise shear wall[J].Journal of Shenzhen University Science and Engineering,2012,29(No.6(551-660)):38.[doi:10.3724/SP.J.1249.2012.01038]
[8]张晋,罗鑫昌,蔡建国,等.分段施工方法对大型张弦桁架结构设计的影响[J].深圳大学学报理工版,2012,29(No.2(095-188)):142.[doi:10.3724/SP.J.1249.2012.02142]
 ZHANG Jin,LUO Xin-chang,CAI Jian-guo,et al.Influence of segmented construction methods on the design state of the large-span truss string structure[J].Journal of Shenzhen University Science and Engineering,2012,29(No.6(551-660)):142.[doi:10.3724/SP.J.1249.2012.02142]
[9]蔡健,梁伟盛,林辉.方钢管混凝土柱抗剪性能试验研究[J].深圳大学学报理工版,2012,29(No.3(189-282)):189.[doi:10.3724/SP.J.1249.2012.03189]
 CAI Jian,LIANG Wei-sheng,et al.Experimental study on shear resistance performance of concrete filled square steel tubular columns[J].Journal of Shenzhen University Science and Engineering,2012,29(No.6(551-660)):189.[doi:10.3724/SP.J.1249.2012.03189]
[10]张成,吴慧,高博青,等.肋环型索穹顶结构的几何法施工及工程应用[J].深圳大学学报理工版,2012,29(No.3(189-282)):195.[doi:10.3724/SP.J.1249.2012.03195]
 ZHANG Cheng,WU Hui,GAO Bo-qing,et al.Geometry-based construction technique and application of Geiger type cable dome[J].Journal of Shenzhen University Science and Engineering,2012,29(No.6(551-660)):195.[doi:10.3724/SP.J.1249.2012.03195]

备注/Memo

备注/Memo:
Received:2012-03-17;Revised:2013-05-22;Accepted:2013-09-03
Foundation:National Natural Science Foundation of China(51078096)
Corresponding author:Professor Liu Shutang.E-mail: lquuth@163.com
Citation:Liu Shutang.Study on parametric optimization design of suspendome structure[J]. Journal of Shenzhen University Science and Engineering, 2013, 30(6): 643-648.(in Chinese)
基金项目:国家自然科学基金资助项目(51078096)
作者简介:刘树堂(1959-), 男(汉族), 辽宁省锦州市人, 广州大学教授.E-mail:lquuth@163.com
引文:刘树堂. 弦支穹顶结构参数优化设计研究[J]. 深圳大学学报理工版,2013,30(6):643-648.
更新日期/Last Update: 2013-11-20