Jinbao Xie;Jianyuan Sun and Zhizhou Bai.Degree of hydration-based thermal stress analysis of large-size CFST incorporating creep.STEEL AND COMPOSITE STRUCTURES(JCRQ1),Vol. 45, No. 2 (2022) 263-279.https://doi.org/10.12989/scs.2022.45.2.263 263.
Sun Jianyuan;Xie, Jinbao;Zhou Yong. A 3D three-phase meso-scale model for simulation of chloride fiffusion in concrete based on Ansys. INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES(JCRQ1),2022,219(2022).
Sun Jianyuan;Xie, Jinbao; Liu Chao. Investigating asymmetric spatial butterfly-shaped steel arch bridges: a case study.PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING,2021, 174(1),13-27.
孙建渊,谢津宝. 基于等效龄期的钢管拱内混凝土硬化过程热应力. 同济大学学报(自然科学版), 2019, 47(6): 755-763.
Xu Jun;Sun Huahuai;Xie Zhenlin;Sun Jianyuan(通讯作者).Fatigue Behaviour Study of the Shear Stud Using Crack Box Technology and M Integral Method. INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2019, 19(4): 1249-1259.
Sun Jianyuan;Xie, Jinbao.Simulation analysis of the hydration heat of large diameter CFST arch and its effects on loading age.APPLIED THERMAL ENGINEERING(JCRQ1), 2019, 150(150): 482-491.
孙建渊,谢津宝,涂坤凯.部分斜拉桥混凝土脊骨梁受力机理与结构优化.同济大学学报(自然科学版),2018, 46(10): 1319-1325.
孙建渊,王灏.输水管道水锤效应作用下斜拉桥结构动力响应研究.土木工程学报,2017, 50(2): 82-87.
孙建渊,王灏.大型输水管道水锤效应对桥梁结构的动力作用研究.中外公路,2016, 第3期: 148-151.
Ma Cheng;Chen Wei-zhen;Sun Jian-yuan(通讯作者).Numerical Implementation of Spatial Elastoplastic Damage Model of Concrete in the Framework of Isogeometric Analysis Approach.MATHEMATICAL PROBLEMS IN ENGINEERING,2016, 2016: 4273024(13pp.).
邹志祥,孙建渊. V型墩刚构斜交桥力学性能研究. 结构工程师,2017.10,33(55):43-47.
孙建渊,张巽.自锚式悬索桥主缆索夹抗滑试验.城市建设理论研究(电子版),2015,第17期:3403-3407.
孙建渊,王灏;陈方东.非对称变宽度斜拉桥力学性能分析.城市道桥与防洪,2014, 第8期: 270-273.
孙建渊,尹成章.大跨度部分斜拉桥施工控制温度效应影响研究.城市道桥与防洪,2014, 第9期: 207-211.
Sun Jianyuan,Yin Chengzhang,Ma Zengbao .Object-Oriented Computer-Aided Analysis for Construction Control of Anchored Suspension Bridge.Applied Mechanics and Materials2014, 536-537: 3977-3981.
Jian,Xu,Sun Jianyuan.Bi-directional evolutionary structural optimization in conceptual bridge design, Applied Mechanics and Materials, Advances in Civil Engineering II,2013, 256:1658-1664.
Jianyuan Sun,Yichao Yuan,Kunpeng Li.Finite Element Program Design of Bridge Structures with Internal and External PrestressingAdvanced Materials Research,2011,250(2): 1493-1497.
孙建渊,李鲲鹏,吕士军.桥梁结构体内外混合预应力效应程序设计方法.交通科技,2010(7).
Sun Jianyuan,Li Kunpeng. Conceptual design of double-deck traffic for city bridge,lilarge structures and infrastructures for environmentally constrained and urbanised areas,iabse symposium venice, 2010,844-848;
吕士军,孙建渊.面向对象桥梁程序-体外预应力效应类的设计和实现.公路工程,2009,34(2):95-99;
孙建渊,李国平.公路钢骨混凝土桥梁结构的构造及抗弯承载力分析, 结构工程师,2007,20(6):25-29;
孙建渊,陈阶亮.城市桥梁双层交通的概念设计.桥梁建设,2006,第2期:39-42.
李剑,孙建渊. 超载对大型公路桥梁结构的损伤评估及诊断方法研究,重庆交通学院学报,2006(60):19-22;
瞿振华,孙建渊. 桥梁基础理论与施工技术新发展,华东交通大学学报,2006,23(2):7-30;
黄毅,孙建渊. 跨海大桥全寿命耐久性设计与施工技术,华东交通大学学报,2007(4):21-24;
孙建渊,李国平,范立础.后张预应力钢骨混凝土拉弯梁承载力试验研究.同济大学学报(自然科学版),2006, 34(1): 11-21.
孙建渊,李强,邢艳.双层桥面拱梁组合桥的施工监控技术.桥梁建设,2005,第3期:58-60.
孙建渊, 李国平.公路钢骨混凝土桥梁结构的构造及抗弯承载力分析.结构工程师,2004, 20(6): 25-29.
孙建渊,孟涛,李国平等.钱江四桥预应力钢骨混凝土纵梁极限承载力模型试验及计算分析.桥梁建设,2004,第5期:11-14.
孙建渊,李国平,黄士柏.预弯预应力混凝土组合梁桥的设计及施工监测分析研究,上海公路,2002, 76-79;
孙建渊,石雪飞. 漳州战备大桥施工工程控制.桥梁建设.2002,第1期:35-40.
孙建渊,龚纯明,石洞.预应力倒T盖梁的半自动设计.同济大学学报(自然科学版),1993, 21(4): 44-47.
孙建渊.跨海交通通道与可持续发展.同济大学学报(社会科学版),1999, 第1期: 33-37.
郑翰献,陈杰,孙建渊.钱江四桥双层桥面梁拱组合桥-吊杆内力的调整及优化,桥梁建设,2003(6):34-37;