代表性成果:
期刊论文
[1]. Lian-meng Chen, Yi-yi Zhou and Shi-lin Dong.Overall Self-Stress Modes Analysis and Optimal Prestress Design of the Kiewitt Dome[J].Journal of the international association shell and spatial structures(SCI/EI),2015,56(2):113-123.
[2].
Lian-Meng Chen, Hua Deng, Yu-Hong Cui , Shi-Lin Dongand Yi-Yi Zhou. Theoretical Analysis and Experimental Study on Sensitivity of Element-Length Error in Cable-Strut Tensile Structures[J].Advances in structural Engineering(SCI)(录用).
[3]. 陈联盟,邓华,叶锡国,周一一,董石麟.索杆张力结构杆件长度误差敏感性理论分析与试验研究[J].建筑结构学报, 2015,36(6):93-100.
[4]. 陈联盟,付琳,叶锡国,周一一,邓华等. 空腹索桁张力结构初始预应力、静力性能及误差敏感性的模型试验研究[J].空间结构, 2015,21(3):3-12.
[5]. L.M. Chen, S.L. Dong. Optimal prestress design and construction technique of cable-strut tension structures with multi-overall selfstress modes[J].Advances in structural Engineering(SCI/EI),2013, 16(10):1633-1644.
[6]. 陈联盟,董石麟。凯威特型索穹顶结构多种张拉成形方案的模型试验研究[J]. 建筑结构学报,2010,31(11):45-50;
[7]. 陈联盟,董石麟。多整体自应力模态索穹顶结构施工成形研究[J]. 建筑结构,2010, 40(11):34-36.
[8]. 陈联盟,董石麟,袁行飞。Kiewitt型索穹顶结构拉索退出工作机理分析[J]. 空间结构,2010,16(4):29-33。
[9]. 陈联盟,董石麟,袁行飞。索穹顶结构施工成形理论分析[J]. 工程力学,2008,25(4):134-139;
[10]. 陈联盟,董石麟,袁行飞。Kiewitt型索穹顶结构模型试验研究[J]. 浙江大学学报(工学版),2008,42(2):364-368;
[11]. 陈联盟,董石麟,袁行飞。多整体自应力模态索穹顶结构优化设计[J]. 建筑结构,2008,38(2):35-38。
[12]. X.F. Yuan,
L.M. Chen, S.L. Dong. Prestress design of cable domes with new forms [J]. International Journal of Solids and Structures. 2007,44(9):2773-2782. (SCI)
[13]. 陈联盟,董石麟,袁行飞。索杆张力结构自应力模态分析及预应力优化[J]. 土木工程学报,2006,39(2):11-15;
[14]. 陈联盟,董石麟,袁行飞。索穹顶结构施工成形理论分析和试验研究[J]. 土木工程学报,2006,39(11):33-36,113;
[15]. 陈联盟,董石麟,袁行飞。Kiewitt型索穹顶结构自应力模态分析及优化设计[J]. 浙江大学学报(工学版),2006,40(1):73-77;
会议论文
[1]. LianMeng Chen, ShiLin Dong. Dynamical characteristics research on cable dome. Advanced materials research, The International Conference on Structures and Building Materials(ICSBM)、163-167:3882-3886、Guangzhou China、2011.1.7-9.
[2]. LianMeng Chen. Advances and existing problems on cable domes. Advanced materials research, International Workshop on Architecture, Civil and Environmental Engineering(ACEE 2011)、978-1-4577-0587-7:52-56、Wuhan China、2011.4:15-17.
[3]. LianMeng Chen, GuangLong Wu. Bearing capacity analysis for confined concrete column with two lateral confinements. Advanced materials research, International Workshop on Architecture, Civil and Environmental Engineering(ACEE 2011)、978-1-4577-0587-7:4826-4828、Wuhan China、2011.4:15-17.
[4]. Lin FU, Lian-meng CHEN*, Bin WU, Zi-hao ZHANG, Xi-guo YE, Yi-yi ZHOU. Experimental research on the prestress and static behavior of a cable-strut tensile structure model. Applied Mechanics and Materials, 3rd Global Conference on Civil, Structural and Environmental Engineering(GCCSEE)、Vol1065-1069:pp938-942.Chengdu China、2014.10:21-22.
[5]. Lian-meng CHEN,Xi-guo YE, Yi-yi ZHOU, Yu-hong CUI. Numerical Analysis and Experimental Research on the Element-Length Error Sensitivity of the Cable-bar Tensile Structure. Applied Mechanics and Materials, International Conference on Civil Engineering and Transportation (ICCET 2014),Vol. 744-746:187-191、Xiamen China、2014.12:24-25.
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