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王会利.Q Shape finding of suspension bridges with interacting matrix[J],European Journal of Environmental and Civil Engineering,2022,20(8):831-840
王会利.Reliability analysis of high-strength bolt joint corrosion fatigue[A],the 3rd International Conference on Service Life Design for Infrastructure,2022
王会利.RETRACTED ARTICLE: Integration of graduation design and employment in civil engineering[A],2010 International Conference on Optics, Photonics and Energy Engineering, OPEE 2010,2022,2:60-63
王会利.Seismic Analysis of Prestressed Bridge Pier Based on Fiber Section[A],International Conference on Green Buildings and Sustainable Cities (GBSC),2022,21:354-362
王会利.Shape finding of suspension bridges with interacting matrix[J],European Journal of Environmental and Civil Engineering,2022,8(8)
王会利.SEISMIC PERFORMANCE AND EFFECTS OF DIFFERENT JOINT SHAPES FOR UNBONDED PRECAST SEGMENTAL BRIDGE...[J],JOURNAL OF MECHANICS,2022,32(4):427-433
许福友.Study on One Special-shaped Long-span Arch Bridge Using Wind Tunnel Test[A],Applied Mechanics and Materials,2022,29:370-376
王会利.Study on the Effect of Prestressed Degree on Seismic Performance of Prestressed Concrete Pier[J],Advanced materials research,2022,243(5):1854-1859
王会利.Study on Fatigue Reliability of High-Strength Bolt Joint in Corrosion Environment[A],International Conference on Chemical, Material and Food Engineering (CMFE),2022,22:187-190
王会利.Study on Ultimate Moment of Unbounded Prestressed Concrete Pier[J],Research Journal of Applied Sciences Engineering and Technology,2022,7(3):614-618
王会利.Study on the Joint Part of Self-anchored Cable-stayed Suspension Bridge with hybrid girder[[J],Journal of Advancements in Computing Technology,2022,5(4):11-18
王会利.Taigu Pedestrian Bridge in China[J],Structural Engineering International,2022,26(1):74-78
张哲.一种新型自锚式悬索桥锚固构造设计与受力分析[J],大连理工大学学报,2004,6:844-847
王会利,shilei.两级模糊优选模型及非结构性模糊决策理论在桥梁方案比选中的应用[J],公路交通科技,2004,21(7):79-82
王会利,张哲,檀永刚,滕启杰.斜拉琴桥塔梁结合区的试验分析研究[J],公路,2004,2:6-8
王会利,李海滨,黄才良,石磊.两级模糊优选模型及非结构性模糊决策理论在桥梁方案比选中的应用[J],公路交通科技,2004,21(7):79-82
张哲,滕启杰,邱文亮,王会利.一种新型自锚式悬索桥锚固构造设计与受力分析[J],大连理工大学学报,2004,44(6):844-847
张哲.自锚式斜拉-悬索协作体系桥梁设计与分析[J],公路,2006,7:44-48
张哲,王会利,黄才良,陈军,杜高明.自锚式斜拉-悬索协作体系桥梁设计与分析[J],公路,2006,7:44-48
张哲,王会利,石磊,黄才良.桥梁方案多层多目标模糊优选模型及其应用[J],哈尔滨工业大学学报,2006,38(9):1567-1571
张哲.结构可靠度分析中的改进响应面法及其应用[J],工程力学,2007,8:111-115,187
张哲,杜高明,谭岩斌,王会利.大跨度自锚式斜拉-悬吊协作体系桥模型试验研究[J],公路交通科技,2007,24(6):75-79,91
张哲,李生勇,石磊,王会利.结构可靠度分析中的改进响应面法及其应用[J],工程力学,2007,24(8):111-115,187
张哲.自锚式斜拉-悬索协作体系桥基础微分方程近似推导[J],工程力学,2008,5:131-136
张哲.自锚式斜拉-悬索协作体系桥基于强度的极限跨径分析[J],大连理工大学学报,2008,3:387-391
张哲.自锚式斜拉-悬吊协作体系动力特性及模型试验研究[J],大连理工大学学报,2008,6:841-844
付裕,夏文来,王会利.大连市金州湾二桥主桥桥型方案选择[J],北方交通,2008,1:78-80
张哲,王会利,邱文亮,李斐然.自锚式斜拉-悬索协作体系桥基于强度的极限跨径分析[J],大连理工大学学报,2008,48(3):387-391
张哲,王会利,石磊,秦泗凤.自锚式斜拉-悬索协作体系桥基础微分方程近似推导[J],工程力学,2008,25(5):131-136
秦泗凤,张哲,王会利,陈军,杜高明.非线性缆索单元及其在缆索承重桥中的应用[J],武汉理工大学学报（交通科学与工程版）,2008,32(3):389-392
秦泗凤,柳春光,林皋,王会利.基于改进ASPA法的高阶振型对桥墩抗震性能的影响评价[J],中国公路学报,2008,21(5):57-62
柳春光,王会利,秦泗凤,林皋.改进的适应谱Pushover方法评价桥梁结构的抗震性能[J],哈尔滨工业大学学报,2008,40(10):1644-1648
张哲,陈军,王会利.自锚式斜拉-悬吊协作体系动力特性及模型试验研究[J],大连理工大学学报,2008,48(6):841-844
Wang, H.L.,Zhang, Z.,Qin, S.F.,Chen, J..The design of jianshe bridge[A],2008
王猛,檀永刚,蒋少寒,王会利.独塔自锚式空间索网悬索桥模型试验研究[J],交通科技,2008,6:4-7
王会利,柳春光,林皋.Improved adaptive spectra-based pushover analysis for bridge[J],BRIDGE ENGINEERING (ICE),2009,162(3):137-142
王会利,林皋.Adaptive displacement-spctra-based pushover analysis procedure for estimating seismic performance...[A],2009
王会利,柳春光,林皋.改进的Pushover方法和MPA法的对比[J],沈阳建筑大学学报,2009,25(4):650-655
阳治群.先简支后连续梁临时支座拆除顺序探讨[J],公路交通科技,2009,09:122-123+136
张哲.自锚式斜拉-悬索协作体系桥的方案设计[J],桥梁建设,2009,4:50-53
张哲,王会利.Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength[J],Front. Archit. Civ. Eng. China,2009,33(3):286-291
zhangzheng.自锚式吊拉组合体系桥的非线性影响分析[J],武汉交通科技大学学报,2009,33(6):1056-1059,1115
王会利,秦泗凤,柳春光,林皋.改进的适应谱Pushover方法和MPA法的对比[J],沈阳建筑大学学报（自然科学版）,2009,25(4):650-655
张哲,朱巍志,王会利.自锚式斜拉-悬索协作体系桥的方案设计[J],桥梁建设,2009,4:50-53
阳治群,黄才良,王会利.先简支后连续梁临时支座拆除顺序探讨[J],公路交通科技(应用技术版),2009,09:122-123+136
王会利,秦泗凤,张哲.土木工程专业毕业设计与就业一体化探讨[J],高教论坛,2009,10:75-77
张征,黄才良,张哲,王会利.自锚式吊拉组合体系桥的非线性影响分析[J],武汉理工大学学报（交通科学与工程版）,2009,33(6):1056-1059,1115
叶毅,张哲,夏国平,王会利.大跨度自锚式斜拉-悬索协作体系桥的概念设计[J],中外公路,2009,29(6):149-152
许福友,王会利,张哲,黄才良.Study on One Special-shaped Long-span Arch Bridge Using Wind Tunnel Test[A],2010,29:370-376
王会利.Analysis of Flutter Stability of Cable-stayed Bridge with Single Cable Plane[J],Advanced Materials Research,2010,11(11):1-4
王会利,张哲,黄才良.The Basic Differential Equations of Self-Anchored Cable-Stayed Suspension Bridge[J],Mathematical Problems in Engineering,2010,11(11):1-6
王会利.自锚式斜拉-悬索协作体系桥非线性分析[J],大连理工大学学报,2010,6:953-957
Wang H.-L.,Qin S.-F.,Zhang Z.,Huang C.-L..Fuzzy optimum model of semi-structural decision for bridge lectotype[A],2010,2:884-888
王会利,黄才良.Living load. Nonlinear analysis of self-anchored cable-stayed suspension bridge.[J],Applied Mechanics and Materials.,2010,29(29):1583-1587
王会利.自锚式斜拉-悬索协作体系桥模型试验研究[J],武汉交通科技大学学报,2010,34(1):57-59,71
王会利.Integration of Graduation Design anf Employment in civil Engineering[A],2010
王会利,秦泗凤,谭岩斌,张哲,杜高明.自锚式斜拉-悬索协作体系桥模型试验研究[J],武汉理工大学学报（交通科学与工程版）,2010,34(1):57-59,71
Wang H.-L.,Qin S.-F.,Jiang R.-B.,Pan Z..RETRACTED ARTICLE: Integration of graduation design and employment in civil engineering[A],2010,2:60-63
潘哲,王会利,姜荣斌.单索面斜拉桥颤振稳定性分析[J],防灾减灾工程学报,2010,30(z1):132-135
姜荣斌,王会利,潘哲.小半径预应力混凝土箱梁腹板应力分析[J],防灾减灾工程学报,2010,30(z1):136-138
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