- 教师拼音名称： wangjiantao
- 电子邮箱： b4205f0155450407516bef6584615495ae03f5031e31432e53cbdb6717ac096f8fbbc077d25a38ea2e2f04e846ffd5e73b8aad108adf62db27404fedc021c12847343baba68ccf296a971dbbe6a818b1c07902f65408329674669f5b58716548fcef1b0f054b31c8b8c0dda38481747a9fffa3a2cee1f05996d2e4f8194eebcc
- 所在单位： 土木工程学院
- 学历： 博士研究生
- 性别： 男
- 学位： 博士学位
- 在职信息： 在职
- 毕业院校： 西安交通大学
- 王建涛,李军心,杨阳,杨凯霖,胡登垅,徐龙波.Concentric Compressive Behavior and Design of Stainless Steel–Concrete Double‐Skin Composite Tubes Influenced by Dual Hydraulic Pressures:Journal of Marine Science and Engineering,2024
- 王建涛,孙清,Sital Kumar Dangi,Qian Gao,张再昱.Theoretical method for full-process analysis of tapered CFDST members under individual and combined loads:Ocean Engineering,2025
- 王建涛,,杨凯霖,杨阳.Influence of internal and external hydraulic pressureson torsional resistance of steel-concrete double skin composite tubes:International Journal of Pressure Vessels and Piping,2024
- 王建涛,孙家尧,杨阳,杨凯霖,胡登垅,徐龙波.Impact of dual hydraulic pressures on behavior and design of stainless steel-concrete-carbon steel double-skin (SCCDS) composite submarine pipes under axial compression and torque:China Ocean Engineering,2025
- 王娟,王建涛,孙家尧.Experimental and analytical research on seismic behavior of circular-in-square ECC-filled high-strength double skin steel tubular columns with out-of-code B/t ratios:The Structural Design of Tall and Special Buildings,2025
- 王建涛,王杰文,何杨,雷震名,王法承,胡登垅,杨阳,刘旗.Axial tensile behavior of steel-concrete double-skin composite submarine pipeline:Maritime Engineering,2025
- 王建涛,孙清,Sital Kumar Dangi,Yan-Yu Zhou,张再昱.Experimental, numerical and theoretical research on compressive-bending behaviour of tapered high strength CFDST columns with large hollow ratios for support structures of wind turbines:Ocean Engineering,2025
- 王娟,王建涛,魏月,李煜炜,孙清.Seismic behavior of circular-in-square concrete-filled high-strength double skin steel tubular stub columns with out-of-code B/t ratios:Steel and Composite Structures,2023
- 王建涛,武艳如,李军心.Q690 薄壁高强圆钢管混凝土柱抗震性能研究:工业建筑,2023
- 王建涛,伍晓红,孙清,赵炳震.Uncoupled fracture model of Q690 high-strength steel based on stress triaxiality and Lode angle parameter:Fatigue & Fracture of Engineering Materials & Structures,2022
