【SCI论文】
[1]Zhihua Chen*,Bin Rong,Fafitis.Apostolo. Axial compression stability of a crisscross section column of concrete-filled square steel tubes.Journal of Mechanics of Materials and Structures. 2009,4(10):1787-1799. (SCI: 589DL)
[2]Chen Zhi-hua,Wu Ying-jun,Yin Yue*,Shan Chen,Formulation and application of multi-node sliding cable element for the analysis of Suspen-dome structures. Finite Elements In Analysis and Design,2010,46(9):743-750. (SCI: 605CM; EI: 20123715419799)
[3]Chen Zhihua*,Qiao Wentao,Yan Xiangyu. Cable supported barrel vault structure system and research on mechanics feature,Advanced Steel Construction,2010,6(3): 867-878. (SCI: 638JA; EI: 20104813437900)
[4]Liu Hongbo,Chen Zhihua*,Wang Xiaodun,Zhou Ting. Theoretical analysis and experimental research on stability behavior of structural steel tube and coupler falsework with x-bracing. Advanced Steel Construction,2010,6(4): 946-962. (SCI:685XP;EI:20104813442490)
[5]Hongbo Liu,Qiuhong Zhao,Xiaodun Wang,Zhihua Chen*. Experimental and Theoretical Study on Stability Behavior of Structural Steel Tube and Coupler Scaffold without X-bracing. Engineering Structures,2010,32(4):1003-1015. (SCI:579OV; EI:20101012747281)
[6]Sun Guojun,Chen Zhihua*,Liu Zhansheng. Analytical and Experimental Investigation of Thermal Expansion Mechanism of Steel Cables,Journal of Materials in Civil Engineering,201123(7):1017-1027.(SCI:789MS;EI: 20112814144535)
[7]Chen Zhihua,Liu Hongbo*,Wang Xiaodun,Zhou Ting. Establishment and application of cable-sliding criterion equation,Advanced Steel Construction, 2011,7(2):131-143. (SCI: 757IE; EI: 20111913972486)
[8]Chen Zhihua, Liu Zhansheng, Sun Guojun*. Thermal Behavior of Steel Cables in Prestressed Steel Structures,Journal of Materials in Civil Engineering,2011,23(9):1265-1271. (SCI: 818VP; EI: 20113814339181)
[9]Chen Zhi-Hua,Sun Guo-Jun*,Luo Zhi-Shan. A new experimental technique on the tubular joints of spatial grid structures. Structural Engineering and Mechanics,2011,40(6):801-811. (SCI: 856SJ; EI: 20115114611332)
[10]Chen Zhihua*,Zhou Ting,Liu Hongbo*,Chen Yonghao,Wang Xiaodun. Experimental and Theoretical Study on Structural Behavior of Fabric Reinforced Concrete Sandwich Panels, Advanced Science Letters,2011,4(3):663-668. (SCI: 800LX)
[11]Liu Hongbo,Chen Zhihua*. Structural behavior of the suspen-dome structures and the cable dome structures with sliding cable joints, Structural Engineering and Mechanics,2012,43(1):53-70. (SCI: 965OF; EI: 20122715214094)
[12]Zhou Ting,Chen Zhihua*,Liu Hongbo. Seismic behavior of special shaped column composed of concrete filled steel tubes,Journal of Constructional Steel Research,2012,75:131-141. (SCI: 950ZS; EI: 20121915001516)
[13]Liu Hongbo,Chen Zhihua*.Influence of cable sliding on the stability of suspen-dome with stacked arches structures,Advanced Steel Construction, 2012,8(1):54-70. (SCI: 902HK; EI: 20120914812846)
[14]Liu Hongbo,Chen Zhihua*,Zhou Ting. Numerical and experimental investigation on the temperature distribution of steel tubes under solar radiation, Structural Engineering and Mechanics,2012,43(6):725-737. (SCI: 011EY; EI: 20124215580479)
[15]Liu Hongbo,Chen Zhihua*,Zhou Ting. Research on the Process of Pre-Stressing Construction of Suspen-Dome Considering Temperature Effect,Advances in Structural Engineering,2012,15(3):489-493. (SCI: 917PI; EI: 20121514939291)
[16]Liu Hongbo,Chen Zhihua*,Zhou Ting. Theoretical and experimental study on the temperature distribution of H-shaped steel members under solar radiation, Applied Thermal Engineering,2012,37:329-335.(SCI:902GM; EI: 20120514738356)
[17]Qiao Wentao*,Chen Zhihua,Zhao Mingshan. Test study on basic stactic characteristics of cable supported barrol vault structure,Aavanced Steel Construction,2012,8(2):199-211. (SCI: 944FQ)
[18]Liu Hongbo,Chen Zhihua*. Research on effect of sliding between hoop cable and cable-strut joint on behavior of suspen-dome structures,Aavanced Steel Construction,2012,8(4):359-365. (SCI: 998RE)
[19]Liu Hongbo,Chen Zhihua*,Wang Xiaodun. Simulation of Pre-Stressing Construction of Suspen-Dome Considering Sliding Friction Based Large Curvature Assumption, Advanced Science Letters,2011,4(8-10):2713-2718. (SCI: 822OJ)
[20]Qu Xiushu, Chen Zhihua*, Nethercot. DavidA, Gardner. Leroy, Theofanous. Marios. Load-reversed push-out tests on rectangular CFST columns,Journal of Constructional Steel Research,2013,8:35-43. (SCI:082ZD;EI: 20130215874142)
[21]Kang Wenjiang,Chen zhihua,Lam Heung-Fai,et al. Analysis and design of the general and outmost-ring stiffened suspend-dome structures.Engineering Structure,2003,25(13):1685-1695.(SCI: 722NX; EI: 2003397647060)
[22]Qu Xiushu,Chen Zhihua,Sun Guojun. Experimental study of rectangular CFST columns subjected to eccentric loading,Thin-Walled Structures,2013,64: 83-93. (SCI待检索; EI: 20130515964162)
[23]Rong Bin,Chen Zhihua*,Zhang Ruoyu,Apostolos Fafitis,Yang Nan. Experimental and analytical investigation of the behavior of diaphragm-through joints of concrete-filled tubular columns. Journal of Mechanics of Materials and Structures. 2012,7(10): 909-929(SCI待检索)
[24]Sun Guo-jun,Chen Zhi-hua*,Richard W.Longman. Numerical experimental investigation of the dynamic characteristics of cable-supported barrel vault structures. Journal of Mechanics of Materials and Structures,2013,1:1-13. (SCI已录用)
[25]Liu Hong-bo,Chen Zhi-hua*.Research on the structural behavior of suspen-dome with stacked arches structures under thermal loading. Advances in Structural Engineering,2013. (SCI已录用)
[26]Liu Hong-bo,Chen Zhi-hua*,Zhou Ting. Temperature distribution and structural behavior of box-section arch structures under solar radiation. Advanced Steel Construction,2013. (SCI已录用)
[27]Wang Xiaodun,Weng Kai,Liu Hongbo,Zhang Yulan,Chen Zhihua*. Experimental study on the mechanical property of Visual bolt-ball joint system. Advances in Structural Engineering,2013. 16(10):1749-1761 (SCI已录用)
[28]Liu Hong-bo,Chen Zhi-hua*,Zhou Ting. Investigation on temperature distribution and thermal behavior of large span steel structures considering solar radiation. Advanced Steel Construction,2013. 9(1): 41-58 (SCI已录用)
[29]Ying Qin,Zhihua Chen*,Xiaodun Wang.Elastoplastic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columns.Journal of Constructional Steel Research.2013. (SCI已录用)
[30]Ying Qin,Zhihua Chen*,Qiangyue Yang,Kuijie Shang. Experimental seismic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columns.Journal of Constructional Steel Research. 2013.(SCI已录用)
[31]Y Qin,Z Chen*,X Wang,T Zhou.Seismic Behaviorof through-diaphragm connections between CFRT columns and steel beams-experimental study. Advanced Steel Construction.2013. (SCI已录用)
[32]Liu Hong-bo,Chen Zhi-hua*.Non-Uniform Thermal Behaviour of Suspen-Dome with Stacked Arch Structures. Advances in Structural Engineering,2013.16(6): 1001-1009(SCI已录用)
【EI论文】
[1]王哲,王小盾,陈志华,刘红波,向心关节轴承撑杆上节点试验研究及有限元分析,建筑结构学报.2013.34(11).
[2]孙涛,马克俭,陈志华,王其明,多层石膏墙体钢网格式框架结构影响系数研究,建筑结构学报,2013.34(9).66-72.
[3]严仁章,陈志华,王小盾,卜宜都,刘红波,弗伦第尔空腹铝网壳的稳定性分析,空间结构,2013.19(2):22-29.
[4]Zhihua Chen,Renzhang Yan,Hongbo Liu,Yidu Bu.Study of a Cable Force Determination Method in Prestressed Steel structures.International Journal of Space Structures,2013.28(2)59-74.
[5]Zhihua Chen,Zhengran Lu,Xiaodun Wang, Su Zhang, Yajun Tian, Qingxuan Tang. Dynamic performance test and estimation of reinforcement effct on a workshop after column-cut supported by joints[J].Transactions of Tianjin University, 2010,16(3): 216-222. (EI: 20102513030664)
[6]Chen Zhihua,Qiao Wentao,Wang Xiaodun. Seismic response analysis of long-span suspen-dome under multi-support excitations[J].Transactions of Tianjin University,2010,16(6):424-432. (EI: 20110513636072)
[7]Rong Bin,Chen Zhihua,Apostolos Fafitis,Yang Nan. Seismic Behavior of Diaphragm-through Connections of Concrete-filled Square Steel Tubular Columns and H-shaped Steel Beams[J]. Transactions of Tianjin University. 2013
[8]Rong Bin, Chen Zhihua, Apostolos,Fafitis,Yang Nan. Axial compression behavior and analytical method of L-Shaped column composed of concrete-Filled square steel tubes[J],Transactions of Tianjin University,2012, 18(3):180-187. (EI: 20124115557790)
[9]Sun Tao ,Ma Kejian, Chen Zhihua,Yin Yue,Liu Jie.Damage assessment, repair and field test of steel lattice shell after fire[J],Transactions of Tianjin University,2012,18(2):121-127. (EI: 20122615152014)
[10]Zhihua Chen,Yang Li. Parameter Analysis on Stability of a Suspendome[J]. International Journal of Space Structure,2005,20(2):115-124.(EI: 05339304152)
[11]陈志华,陆征然,王小盾,刘红波,刘群. 基于有侧移半刚性连接框架理论的无支撑模板支架稳定承载力分析及试验研究[J]. 建筑结构学报,2010,31(12): 56-63.(EI: 20110113551211)
[12]陈志华,刘占省.拉索线膨胀系数试验研究[J]. 建筑材料学报,2010,13(5): 626-631.(EI: 20105013479856)
[13]陈志华,刘占省,乔文涛.不同极限状态下弦支筒壳结构的力学性能和可靠性能[J]. 天津大学学报,2010,43(12):1037-1044.(EI: 20110113551399)
[14]陈志华,陆征然,王小盾,刘群.基于部分侧移单杆稳定理论的无支撑扣件式模板支架承载力研究[J].工程力学,2010,27(11):99-105.(EI: 20105113512158)
[15]陈志华,刘红波. 弦支穹顶结构研究综述[J].建筑结构学报(增刊1),2010, 31:210-215.(EI: 20102513031302)
[16]陈志华,刘占省. 拉索抗力分项系数研究和可靠度分析[J].建筑结构学报(增刊1),2010,241-246.(EI: 20102513031307)
[17]陈志华,乔文涛.弦支筒壳结构预应力设定及稳定性能研究[J].建筑结构学报( 增刊1),2010,227-233.(EI: 20102513031305)
[18]陈志华,毋英俊.弦支穹顶滚动式索节点研究及其结构体系分析[J].建筑结构学报(增刊1),2010,234-240.(EI: 20102513031306)
[19]陈志华,陆征然,王小盾.钢管脚手架直角扣件刚度的数值模拟分析及试验研究[J].土木工程学报,2010,43(9):100-108.(EI: 20104213309406)
[20]陈志华,曲秀姝,王小盾,孙锐锐,李黎明.方钢管混凝土界面承载力的试验研究[J].哈尔滨工业大学学报(增刊2), 2009,4:27-32. (EI: 20100112618043)
[21]陆征然,陈志华,王小盾,郭超,刘群.基于三点转动约束单杆稳定理论的扣件式钢管满堂支撑架承载力研究[J],土木工程学报,2012,45(5):104-113. (EI: 20122615179377)
[22]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.(EI: 20130215895247)
[23]陆征然,陈志华,王小盾,刘群,刘红波.扣件式钢管满堂支撑体系稳定性的有限元分析及试验研究[J],土木工程学报,2012,4(1):49-60.(EI: 20120614748727)
[24]周婷,陈志华,刘红波,闫翔宇.汶川县映秀镇方钢管混凝土异形柱结构抗震性能研究[J],振动与冲击. 2012,31(4):145-150.(EI: 20121014842443)
[25]王元清,赵博,丁大益,江洋,石永久,陈志华.基于多点地震反应合肥新桥国际机场钢结构体系比选[J], 土木工程学报(增刊2),2012,45(2):72-75. (EI: 20124115547513)
[26]秦颖,陈志华,矩形钢管混凝土柱-钢梁节点的发展[J],哈尔滨工业大学学报(增刊),2011,09:1360-1367.
[27]刘红波,陈志华,周婷.太阳辐射作用下弦支穹顶叠合拱结构的温度效应研究[J]. 天津大学学报,2010,43(8):705-711.(EI: 20103813251570)
[28]刘红波,陈志华,周婷.弦支穹顶结构预应力张拉的摩擦损失[J]. 天津大学学报,2009,42(12):1055-1060.(EI: 20100112617805)
[29]周婷,陈志华,刘红波,闫翔宇.外肋环板节点承载力及异形柱工程应用研究[J]. 哈尔滨工业大学学报(增刊2),2009,41:155-159. (EI: 20100112618068)
[30]姜忻良,苗纪奎,陈志华.方钢管混凝土柱-钢梁隔板贯通节点抗震性能试验[J]. 天津大学学报,2009,42(3):194-200.(EI: 20091712054278)
[31]苗纪奎,姜忻良,陈志华.方钢管混凝土柱隔板贯通节点静力拉伸试验[J]. 天津大学学报,2009,42(3):208-213.(EI: 20091712054280)
[32]苗纪奎,陈志华,姜忻良.方钢管混凝土柱-钢梁节点承载力试验研究[J]. 建筑结构学报,2008,29(6):63-68.(EI: 20090311865089)
[33]乔文涛,陈志华,韩庆华.平面张弦梁结构风致响应的频域分析[J]. 天津大学学报,2008,41(11):1326-2332.(EI: 20090411873350)
[34]李黎明,李宁,陈志华,姜忻良.方钢管混凝土柱的抗震性能试验研究[J]. 吉林大学学报,2008,38(4):817-822.(EI: 20083111424387)
[35]李黎明,姜忻良,陈志华等.冷弯厚壁型钢钢管冷作硬化效应[J]. 天津大学学报,2008,41(1):85-91.(EI: 20081111146978)
[36]李黎明,姜忻良,陈志华等.矩形钢管混凝土抗弯性能数值分析与简化计算[J]. 天津大学学报,2007,40(8):990-994.(EI: 20074210875050)
[37]陈志华,闫翔宇,王小盾等.新型斜拉桥与摩天轮复合结构流场数值模拟与风洞试验研究[J]. 工程力学,2008,25(5):117-123. (EI: 20082611336329)
[38]陈志华,张立平,李阳等. 弦支穹顶结构实物动力特性研究[J]. 工程力学, 2007,24(3):131-137.(EI: 20071810576482)
[39]陈志华,荣彬,张立平等. 张拉整体塔结构风荷载时程分析及风振分析[J]. 天津大学学报,2006,39(12):1434-1440. (EI: 20070610415181)
[40]陈志华,李振宇,荣彬等.十字形截面方钢管混凝土组合异形柱轴压承载力试验[J]. 天津大学学报,2006,39(11):1275-1282. (EI: 20070510400136)
[41]陈志华,秦亚丽,赵建波等.刚性杆弦支穹顶实物加载试验研究[J]. 土木工程学报,2006,39(9):47-53. (EI: 20064910289558)
[42]陈志华,冯振昌,秦亚丽等.弦支穹顶静力性能的理论分析及实物加载试验. 天津大学学报[J].2006,39(8): 944-950. (EI: 20064210185133)
[43]陈志华,史杰,刘锡良.张拉整体四棱柱体分析试验[J].天津大学学报,2005,38(6):533-537.(EI: 2005289208487)
[44]陈志华,闫翔宇,王小盾.慈海桥的新型斜拉桥和摩天轮复合结构体系[J].土木工程学报,2005,38(12):76-82.
[45]陈志华,李阳,康文江.联方型弦支穹顶研究[J].土木工程学报,2005,38(5): 34-40.
[46]陈志华,史杰,刘锡良.张拉整体三棱柱体试验研究[J].天津大学学报, 2004,37(12):1053-1058.(EI: 2005098865866)
[47]陈志华,刘锡良.张拉整体三棱柱单元体结构分析[J].天津大学学报,2000,33(3):88-92.
[48]陈志华,王小盾,刘锡良. 张拉整体结构的力密度法找形分析[J]. 建筑结构 学报, 1999,20(5):29-35.(EI: 2000045119628)
[49]韩庆华,刘锡良,陈志华.周边双层中部单层球面网壳结构的特征值屈曲分析及其极限承载力[J].建筑结构学报,2002,23(3):69-74.
[50]刘锡良,陈志华.一种新型空间结构-张拉整体体系[J]. 土木工程学报,1995,28(4):52-57.
[51]刘锡良,陈志华.网架焊接空心球节点破坏机理分析及承载能力试验研究[J]. 建筑结构学报,1994,15(3):38-44.
[52]Luan Huanqiang,Ma Kejian,Chen Zhihua. Comparison and research on the cantilevered steel structure roof of Weinanhongji building,Shanxi province, Applied Mechanics and Materials,2013,(256-259):576-580. (EI: 20130515975252)
[53]Wang Yawen,Li Yanbo,Chen Zhihua,etc.Nonlinear finite element analysis of the temperature field of special-shaped concrete-filled steel tubular column under standard fire condition,Applied Mechanics and Materials,2012,226-228(8):980-985.(EI: 20125215834428)
[54]Lu Zhengran ,Sui Xiaomin,Chen Zhihua.Bearing capacity of fastener steel tube full hall formwork support base on stability of pressed pole with multiple point restraint against rotation,Applied Mechanics and Materials,2012,166-169: 1404-1415.(EI: 20122315096109)
[55]Zhihua Chen,Ying Qin,Experimental setup for concrete-filled steel tube column-to-beam connections,ICASS2012,2012,219-213.(EI:20114914584828)
[56]Liu Yongjian, Chen Zhihua, Zhang Yulan, Weng Kai.Construction technology and application of curve pushing accumulating sliding in large-span spatial steel structure,2011 2nd International Conference on Mechanic Automation and Control Engineering,MACE 2011 - Proceedings,2011,3021-3024.(EI: 20114314453695)
[57]Zhang Qian,Chen Zhihua,Wang Xiaodun. Bionics and building structure, Applied Mechanics and Materials,2011,94-96:450-455.(EI: 20114014392619)
[58]Miao Jikui,Chen Zhihua.Seismic behavior of concrete-filled square steel tubular column-to-beam connections with through diaphragm,Applied Mechanics and Materials,2011,94-96:1344-1351.(EI: 20114014392789)
[59]Zhang Yulan ,Chen Zhihua,Liu Yongjian,Wei Xiejin,Bu Yidu.Study on mechanical properties of ribbed cast steel spherical joint in complex stress state, Advanced Materials Research,2011,284-286:1120-1125.(EI: 20113114193393)
[60]Sun Tao, Ma Kejian,Chen Zhihua,Wu Yingjun,Chen Aoyi,Du Ning.Wind Vibration Study on New COSCO Building,2011 International Conference on Electric Technology and Civil Engineering (ICETCE), 2011, 941-945.(EI: 20112614104265)
[61]Qiao Wentao,Chen Zhihua.Experimental research on mechanics feature of cables in cable supported barrel vault structure,2011 International Conference on Electric Technology and Civil Engineering,2011,328-331.(EI:20112614105576)
[62]Liu Hongbo,Chen Zhihua,Zhou Ting.Research on the Stability of Suspen-dome with Stacked Arch Structure in Chiping Gymnasium,2011 International Conference on Electric Technology and Civil Engineering (ICETCE),2011, 634-637.(EI: 20112614104855)
[63]Zhou Ting, Chen Zhihua,Liu Hongbo.Nonlinear Finite Element Analysis of Concrete-filled Steel Tubular Column,2011 International Conference on Electric Technology and Civil Engineering (ICETCE),2011,2396-2399.(EI: 20112614105712)
[64]Zhang YuLan,Chen ZhiHua,Liu Yongjian.Study on impermanent supporting system of large-span spatial structure and structure conversion technology during construction,2011 International Conference on Consumer Electronics, Communications and Networks,2011,2645-2648.(EI: 20112414059571)
[65]Liu Xiliang,Zhao Qiuhong,Liu Hongbo,Chen Zhihua.Innovations in design and construction of the new stadiums and gymnasiums for the 2008 Beijing Olympic Games,Journal of the International Association for Shell and Spatial Structures,2011,52(167)39-52.(EI: 20111713935035)
[66]Zheng Liang,Chen Zhihua.Study on concrete filled square steel tube under lateral impact loading,Advanced Materials Research,2011,163-167:941-946. (EI: 20110313593294)
[67]Zheng Liang,Chen Zhihua.Finite element analysis of a single-layer reticulated dome under impact loading,Advanced Materials Research,2011,163-167: 327-331. (EI: 20110313593187)
[68]Qiao,Wentao ,Chen Zhihua.Scale model test research on cable supported barrel vault structure,Advanced Materials Research,2011,163-167:465-470.(EI: 20110313593210)
[69]Shuai Xu ,Yue Yin,ZhiHua Chen.Numerical simulation of cantilever erection method of lattice shell structures,Applied Mechanics and Materials,2011,94-96:1810-1813.(EI: 20114014392878)
[70]Chen Zhihua ,Sun Guojun,Liu Zhansheng.The effect of cable material characteristics on suspen-dome,Advanced Materials Research,2011, 156-157:1251-1255.(EI: 20110113554284)
[71]Yongjian Liu,Zhihua Chen,Yulan Zhang.Construction technique and simulation analysis of large-span spatial steel structure,Proceedings of the 2011 International Conference on Remote Sensing,Environment and Transportation Engineering (RSETE 2011),2011,1065-1068.(EI: 20113614292071)
[72]Y.J.Wu,Z.H.Chen,T.Sun et al Numerical simulation of wind interference among tall buidings and analysis of its wind environment,2010 International Conference on Mechanic Automation and Control Engineering,MACE2010. 2010, 4274-4277.(EI: 20103513201385)
[73]Zhansheng Liu,Zhihua Chen. Reliability Analysis of Pre-stressed Steel Structure in Regards to Temperature Action. Advanced Materials Research,2010,97(4): 4415-4419.(EI: 20101612863807)
【核心期刊论文】
[1]陈志华,翁凯,不锈钢在空间网格结构上的研究现状及工程应用,工业建筑,2012,42(5):55-62.
[2]陈志华,刘红波,王小盾,张立平,赵建波. 张拉整体塔结构动力特性研究. 空间结构,2012,18(2):55-63.
[3]陈志华.弦支结构体系研究进展.建筑结构,2011,41(12):24-31.
[4]陈志华,乔文涛.弦支混凝土集成屋盖结构及其基本特性分析.建筑结构, 2010,40(11):22-25.
[5]陈志华,刘占省,乔文涛等.不同拉索种类时弦支筒壳可靠性能及温度影响研究. 建筑结构,2010,40(7):114-118.
[6]陈志华,刘红波,闫翔宇等.茌平体育馆弦支穹顶叠合拱结构的温度场研究. 空间结构,2010,16(1):76-81.
[7]陈志华,荣彬,孙国军.弦支结构体系概念与分类,工业建筑,2010,40(445): 1-5
[8]陈志华,孙国军,闫翔宇.弦支网架结构体系概念及特性研究.工业建筑,2010,40(445):6-9.
[9]陈志华,刘红波,牛犇.弦支穹顶结构的工程应用.工业建筑,2010,40(445): 42-48.
[10]陈志华,刘占省,乔文涛,闫翔宇.温度作用下弦支筒壳结构的预应力损失补偿及其性能分析,空间结构,2010,16(3):9-12.
[11]刘红波,陈志华,周婷.多点激励下弦支穹顶叠合拱结构的地震响应,空间结构,2012,18(2):90-96.
[12]孙涛,马克俭,陈志华,王其明.石膏墙体钢网格式框架结构基于改进能力谱法的抗震性能研究.空间结构,2011,17(4):3-9.
[13]刘占省,陈志华.基于可靠度理论的预应力钢结构关键构件的评判方法,空间结构,2011,17(4):28-32.
[14]毋英俊,陈志华,闫翔宇,刘正先.落地式拱形体育场看台挑篷结构CFD分析.建筑结构,2011,41(1):126-130.
[15]乔文涛,陈志华.弦支筒壳结构在多点输入下的地震响应分析.空间结构, 2011,17(1):15-20.
[16]刘红波,陈志华,周婷.太阳辐射作用下钢管温度场分析.空间结构,2011,17(2):65-71.
[17]毋英俊,陈志华,闫翔宇,刘正先.凉都体育中心体育馆屋盖CFD 数值分析,空间结构,2011,17(3):38-42.
[18]闫翔宇,陈志华,乔文涛,于敬海.大跨度门式刚架与弦支筒壳复合钢结构体系的应用研究.工业建筑,2011,40(3):107-110.
[19]乔文涛,陈志华.弦支筒壳结构风致响应分析.建筑结构,2010,40(5):108-111.
[20]刘占省,陈志华.考虑拉索膨胀系数的预应力钢结构体系可靠度分析,空间结构,2010,16(2):50-56.
[21]闫翔宇,陈志华.柱间支撑对大跨度空间结构静力性能的影响.空间结构, 2010,16(3):8-24.
[22]乔文涛,陈志华.弦支混凝土集成屋盖结构特性分析及其参数讨论.建筑结构, 2010,40(11):26-28.
[23]刘红波,陈志华,闫翔宇,周婷,刘正仙,王桂林.凉都体育场屋盖平均风压与风振系数研究.空间结构,2010,16(4):60-66.
[24]毋英俊,陈志华,吕青.滚动式撑杆下节点研究与应用,工业建筑,2010,40(445):27-34.
[25]曲秀姝,陈志华,乔文涛.弦支钢丝网架混凝土夹芯板的基本特性分析.工业建筑,2010,40(445):30-34.
[26]闫翔宇,陈志华,刘占省.弦支筒壳结构概念及应用.工业建筑,2010,40(445):13-15.
[27]刘占省,陈志华,闫翔宇.弦支筒壳结构可靠度研究.工业建筑,2010,40(445):16-19.
[28]孙国军,陈志华,刘占省. 平面型弦支结构体系及超越雪荷载下的弹塑性分析. 工业建筑,2010,40(445):20-26.
[29]刘红波,陈志华,周婷.一种新型预应力空间结构形式——弦支拱壳结构. 工业建筑,2010,40(8):10-12.
[30]荣彬,陈志华,周婷. L形方钢管混凝土组合异形短柱的轴压强度研究.工业建筑,2009,39(11):104-107.
[31]荣彬,陈志华.组合网壳屋盖整体结构分析.建筑结构,2009,39(7):13-17.
[32]尹越,陈志华,李顺等.水泥窑尾预热器钢塔架优化设计研究.工业建筑, 2008,39(5):109-112.
[33]李振宇,陈志华,荣彬等.十字形截面方钢管混凝土组合异形柱研究.工业建筑,2007,37(8):31-35.
[34]苗纪奎,陈志华,姜忻良等.方钢管混凝土柱与钢梁的外肋环板节点抗震性能试 验研究.地震工程与工程振动, 2007,27(2):85-90.
[35]李黎明,陈志华,李宁.隔板贯通式节点抗震性能试验研究.地震工程与工程振动,2007,27(1):46-51.
[36]陈志华,陆征然,王小盾.托梁拔柱节点的试验研究与理论分析.空间结构, 2009,15(4):85-94.
[37]陈志华,闫翔宇,刘红波等.茌平体育馆的大跨度弦支穹顶叠合拱复合结构体系.建筑结构,2009 ,39(7):18-20.
[38]陈志华,荣彬. L形方钢管混凝土组合异形柱的轴压稳定性研究.建筑结构, 2009,39(6):39-42.
[39]陈志华,苗纪奎,赵莉华,李树海,刘锡良.方钢管混凝土柱-H型钢梁节点研究. 建筑结构,2007,37(1):50-56.
【一般期刊论文】
[1]陈志华,白晶晶. 大连极地海洋动物馆屋盖的结构选型及锯齿状锥面网壳静、动力特性分析,建筑钢结构进展,2012,14(1):1-7.
[2]陈志华,王彬,贝壳式单层网壳结构体系分析,工业建筑增刊,2012.07
[3]陈志华,赵伟,Z型结构体系分析,工业建筑增刊,2012.07
[4]陈志华,田川,闫翔宇. 天津大学新体育馆点支式玻璃幕墙预应力自平衡索桁架支承体系设计[J]. 建筑钢结构进展,2012,14(1):21-26
[5]陈志华,秦颖,矩形钢管混凝土柱-H型钢梁节点试验方案设计,工业建筑增刊,2011.09
[6]陈志华.弦支穹顶结构研究进展与工程实践,建筑钢结构进展,2011,13(5): 11-20.
[7]陈志华.天津市矩形钢管混凝土节点技术规程要点.天津建设科技,2008,3:1-4.
[8]陈志华,李毅佳,王小盾.斜拉桥索的风振现象及天津慈海桥斜拉桥的抑振措施.钢结构,2007,22(1):65-69.
[9]陈志华,刘振文,荣彬. 异形柱钢结构住宅应用分析. 钢结构,2007,98:31-33.
[10]陈志华,闫翔宇,王亨.方钢管混凝土柱新型节点和异形柱在住宅钢结构中的应用. 钢结构,2007,22(1):17-19.
[11]徐皓,陈志华,王彬.非对称荷载对大跨度非规则网壳结构性能的影响,建筑钢结构进展,2012,14(1):14-20.
[12]严仁章,陈志华,孙国军.水上大跨度空间网格结构的低温灾害与防腐技术研究,建筑钢结构进展,2012,14(1):51-57.
[13]冯启磊,王小盾,陈志华.天津泰安道五号院超高层混合结构竖向变形差值分析,施工技术,2012,41(369):55-59.
[14]翁凯,王小盾,陈志华.108m穹顶旋转滑移施工关键点的控制与研究.施工技术,2012,41(369):131-134.
[15]王小盾,王哲,陈志华,刘红波.天津北塘经济区文体中心弦支网架屋盖设计分析.工业建筑增刊,2012.07
[16]王小盾,孔翠妍,陈志华.天津大学体育馆仿生结构设计.工业建筑增刊,2012
[17]王小盾,翁凯,陈志华等.库架合一式钢货架结构选型设计与优化分析,钢结构增刊,2012.05
[18]刘红波,陈志华,严仁章,周建锋,彭铁红,陈杏芳,王文会.天津奥林匹克体育中心游泳跳水馆施工过程分析. 建筑钢结构进展,2012,14(1):39-43.
[19]刘红波,陈志华,王小盾,刘群.有剪刀撑扣件式钢管模板支架简化计算方法. 土木建筑与环境工程,2011,33(4): 65-79.
[20]王小盾,翁凯,陈志华等.鄂尔多斯机场新航站楼结构选型分析,工业建筑增刊,2011.07
[21]王小盾,孔翠妍,陈志华.天山米立方玻璃幕墙钢结构体系设计,工业建筑增刊,2011
[22]苗纪奎,陈志华,姜忻良等.方钢管混凝土柱-钢梁节点静力受拉性能研究. 山东建筑大学学报,2008,23(4):287-292.
[23]王亨,陈志华.两种新型方钢结构节点的提出和试设计,低温建筑技术,2007, 2:57-58.
[24]刘杰,李宁,陈志华等.测定拉索线膨胀系数的试验探讨,低温建筑技术,2007,1:54-55.
[25]李毅佳,陈志华,王小盾等.钢管脚手架中外计算方法比较.低温建筑技术, 2007,4:76-77.
[26]陈志华,闫翔宇.两种常用膜材料PTFE和ETFE. 建筑知识,2007.
[27]陈志华,吴锋,闫翔宇.国内空间节点综述,建筑科学,2007,23(9):93-97.
【会议论文】
[1]王小盾,曲可鑫,陈志华*,陈敖宜,理查德.竺,玛丽莲.关.竺.模块化建筑技术综述[1].第13届全国现代结构工程学术研讨会.2013
[2]陈志华,张倩,考虑弹性约束的网架计算.第十届现代结构工程研讨会论文.2010
[3]陈志华,白晶晶.双向弦支梁结构性能研究,第十三届空间结构学术会议.2010
[4]陈志华,刘红波,严仁章,周建锋,彭铁红,陈杏芳,王文会.天津奥林匹克体育中心游泳跳水馆温度效应分析.第十届全国现代结构工程学术研讨会论文集.2010
[5]陈志华,孙国军,秦杰.弦支结构体系概念与分类研究,第九届全国现代结构工程学术研讨会论文集.2009
[6]陈志华,王磊,刘占省.温度作用对弦支梁预应力的影响,第九届全国现代结构工程学术研讨会论文集.2009
[7]陈志华,孙国军.超越雪荷载灾害的钢结构设计研究,2009全国钢结构学术年会论文集.2009
[8]陈志华,闫翔宇.滨海国际会展中心二期的钢结构体系,第八届全国现代结构工程学术研讨会论文集.2008
[9]陈志华,乔文涛.大跨弦支梁结构索力监测方法探讨,第八届全国现代结构工程学术研讨会论文集.2008
[10]陈志华,荣彬,杨巧贞.高密体育馆结构体系及其静力分析,第八届全国现代结构工程学术研讨会论文集.2008
[11]陈志华,何彩云.折板形斜拉空间网格结构拉索预应力优化及张拉过程分析,第八届全国现代结构工程学术研讨会论文集.2008
[12]刘红波,陈志华,张玉兰,刘永建.鄂尔多斯机场航站楼钢结构的非均匀温度效应,第十二届全国现代结构工程学术研讨会.2012
[13]刘占省,陈志华.茌平体育馆健康监测方案设计研究,第三届全国钢结构工程技术交流会论文集.2010
[14]陆征然,陈志华,刘群,汪冬,刘杰,孙涛.扣件式钢管模板支架整体搭设高度对其承载力影响的研究,第三届全国钢结构工程技术交流会论文集.2010
[15]陆征然,陈志华,孙涛,刘杰,刘群.扣件式钢管模板支架中立杆伸出顶层水平杆长度对承载力影响的研究,中国钢协结构稳定与疲劳分会第12届学术交流会暨教学研讨会论文集.2010
[16]闫翔宇,陈志华.三类结构概念和复合结构体系分类,第九届全国现代结构工程学术研讨会论文集.2009
[17]尹越,徐帅,陈志华.水泥工厂预均化库落地球面网壳优化设计,工业建筑,2012,42(8):154-157.
[18]孙国军,陈志华.空间网格结构的构件重要性识别,第九届全国现代结构工程学术研讨会论文集.2009
[19]毋英俊,陈志华,黄光伟. 弦支穹顶滚动式弦支下节点形式设计,第九届全国现代结构工程学术研讨会论文集.2009
[20]刘红波,陈志华.弦支穹顶结构的节点设计,第九届全国现代结构工程学术研讨会论文集.2009
[21]李谦,陈志华,石永久.桁架式压型钢板施工荷载受力分析,第九届全国现代结构工程学术研讨会论文集.2009
[22]王亮,陈志华.圆弧放坡式隔板贯通节点力学性能分析,第九届全国现代结构工程学术研讨会论文集.2009
[23]刘占省,陈志华.基于极限承载力的网架结构体系可靠度评价,2009年全国建筑钢结构行业大会论文集.2009
[24]荣彬,陈志华,刘锡良.基于三维骨架类型的大跨度空间结构分类,第八届全国现代结构工程学术研讨会论文集.2008
[25]毋英俊,陈志华.天津大学新体育馆金属幕墙体系设计,第八届全国现代结构工程学术研讨会论文集.2008
[26]闫翔宇,陈志华.弦支结构体系在大跨门式刚拱改善结构中的应用,第八届全国现代结构工程学术研讨会论文集.2008
[27]张涛,陈志华,梁绍强,张溯,田亚军,汤庆轩. 托梁拔柱节点性能研究.第八届全国现代结构工程学术研讨会论文集.2008
[28]刘占省,陈志华.正常使用极限状态下网架结构的可靠度分析,第八届全国现代结构工程学术研讨会论文集.2008
[29]刘红波,陈志华.椭球形弦支穹顶结构初始预应力设计分析,第12届空间结构学术会议.2008.
[30]毋英俊,陈志华.天津大学新体育馆屋架与金属幕墙体系节点选型,中国钢结构协会结构稳定与疲劳分会2008年学术交流会论文集.2008
[31]闫翔宇,陈志华.钢管混凝土结构研究的哲学思考,中国钢结构协会结构稳定与疲劳分会2008年学术交流会论文集.2008
[32]乔文涛,陈志华,韩庆华,荣彬.大跨度双向张弦梁的风振分析,第七届全国现代结构工程学术研讨会论文集.2007
[33]杨会杰,陈志华.预应力钢结构拉索抗力的统计分析,第七届全国现代结构工程学术研讨会论文集.2007
[34]毋英俊,陈志华.预应力与荷载对弦支穹顶模态性能影响的研究,第七届全国现代结构工程学术研讨会论文集.2007
[35]许刚,陈志华,王明贵. ASA镶嵌式填充墙-钢框架抗侧力性能试验研究,第七届全国现代结构工程学术研讨会论文集.2007
[36]梁绍强,陈志华,张涛,张溯,田亚军,汤庆轩.托梁拔柱厂房动力性能测试及加固效果评价,第七届全国现代结构工程学术研讨会论文集.2007
[37]李黎明,陈志华,姜忻良,李宁.矩形钢管混凝土动力性能研究现状,第七届全国现代结构工程学术研讨会论文集.2007
[38]李晓宇,陈志华. 大跨度变截面空间钢拱支承的整体结构研究. 第七届全国现代结构工程学术研讨会论文集.2007
[39]陈志华,李谦,陈敖宜.防屈曲支撑结构的概念设计,第九届全国现代结构工程学术研讨会论文集.2009
[40]陈志华,刘红波.暴雪荷载作用下轻钢结构破坏形式研究,第八届全国现代结构工程学术研讨会论文集.2008
[41]陈志华,荣彬,张亮,陈永豪,刘红波,何彩云.铸钢相贯节点的有限元分析和空间加载试验研究,第七届全国现代结构工程学术研讨会论文集.2007
[42]陈志华.天津博物馆,中国大型建筑钢结构工程设计与施工.2007
[43]陈志华.弦支结构体系,第一节全国现代结构工程学术会议.2001
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