近期论文
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期刊论文:
[1] Chen T, Ma H, Gao W. A new approach to stability analysis of frame structures using Trefftz-type elements. Journal of Constructional Steel Research, 2013, 82: 153-163. (SCI收录)
[2] Chen T, Ma H, Gao W. Comprehensive investigation into the accuracy and applicability of Monte Carlo simulations in stochastic structural analysis. CMES-Computer Modeling in Engineering & Sciences, 2012, 87(3): 239-269. (SCI收录)
[3] 陈太聪, 苏成, 胡智强, 马海涛. 非平稳随机响应灵敏度分析的时域显式法. 振动工程学报, 2015, 28(4): 43-49. (EI收录)
[4] Li W, Ma H, Chen T. Exact beam element and algorithms for stability analysis of frame structures including transverse shear deformation. Journal of Information & Computational Science, 2015, 12(6): 2335-2350. (EI收录)
[5] 陈太聪, 苏成, 马海涛. 索结构静力分析的新型拉索单元研究. 工程力学, 2014, 31(2): 46-52. (EI收录)
[6] 陈太聪, 马海涛, 苏成. 拉索静力状态的高精度无迭代求解方法研究. 工程力学, 2013, 30(3): 244-250. (EI收录)
[7] 李文雄, 马海涛, 陈太聪. 空间框架结构几何非线性分析方法的改进研究. 力学学报, 2013, 45(6): 928-935. (EI收录)
[8] 陈太聪, 苏成. 桥梁悬臂拼装施工中钢箱梁制造尺寸的确定. 中国公路学报, 2011, 24(4): 50-56. (EI收录)
[9] 高兴军, 马海涛, 陈太聪. 弹性地基上Timoshenko 梁的精确数值解. 计算力学学报, 2011, 28(6): 904-908. (EI收录)
[10] 陈太聪, 邓晖, 罗小虎. 金鳌洲塔动力测试与特性的研究. 振动与冲击, 2010, 29(4): 193-240. (EI收录)
[11] 邓晖, 陈太聪, 罗小虎. 邀山阁游客流量控制研究. 防灾减灾工程学报, 2010, 30(3): 320-324.
[12] 陈太聪, 马海涛. 框架结构屈曲分析的精确有限元求解. 力学学报, 2009, 41(6): 953-960. (EI收录)
[13] 陈太聪, 韩大建. 大跨度斜拉桥施工过程中的主梁节段自重识别. 土木工程学报, 2005, 38(2): 68-74.
[14] 陈太聪, 韩大建. 结构施工过程中节段参数的连续识别. 工程力学, 2005, 22(1): 227-234. (EI收录)
[15] 陈太聪, 韩大建, 苏成. 参数灵敏度分析的神经网络方法及其工程应用. 计算力学学报, 2004, 21(6):752-755. (EI收录)
[16] 韩大建, 陈太聪, 苏成. 随机结构数值模拟分析的神经网络法. 工程力学, 2004, 21(3): 49-54. (EI收录)
[17] 陈太聪, 苏成, 韩大建. 桥梁节段施工过程中混凝土收缩徐变效应仿真计算. 中国公路学报, 2003,16(4): 55-58.
国际会议论文:
[1] Chen T, Han D, Au FTK, Tham LG. Acceleration of Levenberg-Marquardt training of neural networks with variable decay rate. Proceedings Of The International Joint Conference On Neural Networks, IEEE, Portland, 2003, v3, pp. 1873-1878. (EI收录, Scopus他引44次)
[2] Chen T, Su C, Hu Z, Ma H. Design Sensitivity analysis of nonstationary random vibration. 5th Asia Pacific Congress On Computational Mechanics & 4th International Symposium on Computational Mechanics, 2013, Singapore.
[3] Gao X, Chen T, Wei P, Ma H. Topology optimization of 2D continuum structures with buckling constraints. 5th Asia Pacific Congress On Computational Mechanics & 4th International Symposium on Computational Mechanics, 2013, Singapore.
[4] Chen T, Su C. Global parametric sensitivity analysis in cantilever erection practice of bridges. Proceedings of International Conference on Mechanic Automation and Control Engineering, IEEE, Wuhan, 2010, pp. 1306-1309. (EI收录)
[5] Chen T, Han D. Sequential Bayesian estimation of segmental paramters in cantilever erection practice of bridges. Proceedings of International Conference on Mechanic Automation and Control Engineering, IEEE, Wuhan, 2010, pp. 1617-1620. (EI收录)
[6] Chen T, Che Y, Ma H, Han D. A new Trefftz-type beam element for shear lag involved structural analysis of bridges. Proceedings of International Symposium on Life-Cycle Performance of Bridges and Structures, Changsha, 2010, pp.653-657.
[7] Chen T, Ma H, Su C. A high-efficiency method for finding the static status of an inclined cable. Proceedings of International Symposium on Life-Cycle Performance of Bridges and Structures, Changsha, 2010, pp. 658-663.
[8] Chen T, Ma H, Su C, Chen Z. Shrinkage and creep effects involved solid FEM for construction process simulation of an arch bridge. Proceedings of International Symposium on Life-Cycle Performance of Bridges and Structures, Changsha, 2010, pp.1003-1006.
[9] Chen T, Ma H, Wei P. A study on possible pitfalls of Monte Carlo simulation method in stochastic structural analysis. World Congress on Computational Mechanics & 4th Asian Pacific Congress on Computational Mechanics, Sydney, 2010.
[10] Chen T, Ma H, Wei P. Artificial neural networks embedded simplex method for structural optimization. 6th China-Japan-Korea Joint Symposium on Optimization of Structural and Mechanical Systems, Kyoto, 2010.
[11] Ma H, Chen Y, Chen T, Wei P. Reliability-based structural optimization considering failure probability. 6th China-Japan-Korea Joint Symposium on Optimization of Structural and Mechanical Systems, Kyoto, 2010.
[12] Wei P, Ma H, Chen T. Stiffness spreading method for layout optimization of truss structures. 6th China-Japan-Korea Joint Symposium on Optimization of Structural and Mechanical Systems, Kyoto, 2010.
[13] Ma H, Chen T. Exact solutions of frame structures. 22th International Congress of Theoretical and Applied Mechanics, Adelaide, 2008.
[14] Chen T, Han D, Su C. Sensitivity analysis of structural parameters in construction practice of cable-stayed bridge: an artificial neural network approach. Proceedings of the 9th International Symposium on Structural Engineering for Young Experts, Fuzhou, 2006, pp. 2010-2015.
[15] Chen T, Han D, Su C. Application of artificial neural network in Monte Carlo simulation analysis of stochastic structure. 6th World Congress on Computational Mechanics & 2nd Asian-Pacific Congress on Computational Mechanics, Beijing, 2004.
[16] Chen T, Han D. A new sequential parameter estimation method for segmental construction process and its application to construction practice of a long-span PC cable-stayed bridge. IABSE Symposium on Metropolitan Habitats and Infrastructure, Shanghai, 2004.
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