Yufan Huang, Weiguang Fan, Qingxiong Wu, Lingjie Chen, Tao Tang (2026). Static Performance and Failure Mechanisms of a Rubber-Stiffened Steel Plates with Rapid-Hardening Concrete for Sustainable Bridge Expansion Joints Retrofitting. Case Studies in Construction Materials.DOI
Jun Cheng, Huihui Yuan, Shao-Yong Xiao, Qingxiong Wu (2026). Pseudo-dynamic test and elasto-plastic time-history analysis of UHPC-encased CFST composite columns. Structures.DOI
Qu Wang, Xiangyu Han, Ziming Fang, Qingxiong Wu, Qing-Wei Huang, Kang-Ming Chen, Yi Xie (2026). Interface Force Transfer Mechanism of Internal Prestressing and Section Enlargement Composite Reinforcement in PC Box Girder Bridges. Buildings.DOI
Yufan Huang, Yan Li, Weiguang Fan, Qingxiong Wu, Zhiwei Chen (2026). Effects of inclination angle on corrosion and structural integrity of stay cables with damaged sheaths. Structures.DOI
Yufan Huang, Longxun Su, Yuanwei Fang, Lingjie Chen, Qingxiong Wu, Qu Wang (2026). Bending-tensile behavior of composite twin I-girders using UHPC-NC hybrid bridge decks: Experimental and numerical analysis. Structures.DOI
Yilun Yang, Shozo Nakamura, Qingxiong Wu, Kangming Chen, Chengyu Miao (2026). Calculation Method for the Stress Concentration Factor for Concrete-Filled Steel Tubular KK Joints. Journal of Bridge Engineering.DOI
Yilun Yang, Shozo Nakamura, Qingxiong Wu, Kangming CHEN, Xuankai Huang, Yuchen Wang (2026). Calculation method for load-carrying capacity of CFST K-joints with internal ring stiffeners. Journal of Constructional Steel Research.DOI
Yufan Huang, Lingjie Chen, Qu Wang, Wei Liu, D. Hang, Qingxiong Wu (2025). Transverse bending and tensile performance of studs in composite twin-I girder bridge. Structures.DOI
Yufan Huang, Weiguang Fan, Lingjie Chen, Tao Tang, Qingxiong Wu (2025). Experimental and numerical analysis of corrugated steel plates-silicone rubber composite structures for bridge deck continuity. Case Studies in Construction Materials.DOI
Qingxiong Wu, Qixin Zheng, Ming-Qing Yang, Huihui Yuan, Shuo Zhang (2025). Research on seismic performance of prefabricated steel bridge piers with partially filled concrete. Structures.DOI
Qingxiong Wu, Jianping Luo, Kang-Ming Chen, Dongdong Han, Qiaofeng Zheng (2025). Fatigue Performance and SCF Calculation Method of CFST K-Joints with Array-Arranged and Circular-Arranged Internal Studs. Journal of Structural Engineering.DOI
Yi Ming Yang, Shozo Nakamura, Qingxiong Wu, Kangming Chen, Xuankai Huang, Yuchen Wang (2025). Calculation method for axial load-carrying capacity of the tension-side brace in CFST K-joints with an external stiffener. Structures.DOI
Jun Jie Cheng, Huihui Yuan, Qingxiong Wu, Mingqing Yang (2025). Shear Resistance and Calculation Method of UHPC-Encased CFST Composite Columns. Journal of Structural Engineering.DOI
Han-Sung Huang, Kang-Ming Chen, Qingxiong Wu, Shozo Nakamura (2023). Calculation Method for Flexural Bearing Capacity of Composite Girders with CFST Truss Chords. Journal of Bridge Engineering.DOI
Kang-Ming Chen, Qingxiong Wu, Han-Sung Huang, Qiaofeng Zheng, Shozo Nakamura (2023). Fatigue Performance Test and Finite-Element Analysis of Concrete-Filled Steel-Tube K-Joints. Journal of Bridge Engineering.DOI
Kang-Ming Chen, Han-Sung Huang, Qiaofeng Zheng, Qingxiong Wu, Shozo Nakamura (2023). Experimental Research on the Calculating Method of Stress Concentration Factor for CFST K-Joint. Journal of Structural Engineering.DOI
Qingxiong Wu, Qiaofeng Zheng, Kang-Ming Chen, Shozoo Nakamura (2023). Study on fatigue performance of concrete-filled steel tubular K-joints with internal studs. Journal of constructional steel research.DOI
Yufan Huang, Lingjie Chen, Qingxiong Wu, Huihui Yuan, Baochun Chen, Shozo Nakamura (2023). Nonlinear dynamic response analysis of a hybrid concrete‐filled steel tubular truss lightweight bridge under strong earthquakes. Earthquake Engineering and Resilience.DOI
Huihui Yuan, Ruling Chen, Qingxiong Wu, Jun Liang Hu, Yu Tang (2023). Experimental and numerical investigation of the mechanical behavior of a cable-stayed bridge with shell-shaped pylons. Structures.DOI
Hanhui Huang, Kangming Chen, Qingxiong Wu, Shozo Nakamura (2023). Experimental investigation on composite girders with CSW-CFST truss chords subjected to combined flexure and torsion. Advances in Structural Engineering.DOI
Han-Sung Huang, Kang-Ming Chen, Qingxiong Wu, Shozo Nakamura (2022). Calculation method for the torsional bearing capacity of composite girders with CSW-CFST truss chords. Engineering structures.DOI
Yan Xu, B. Li, Qingxiong Wu, Hui-Hui Yuan (2022). Failure mechanism and load carrying capacity of an arched partially CFST bridge tower considering different concrete filling lengths. Structure and Infrastructure Engineering.DOI
Han-Sung Huang, Kang-Ming Chen, Qingxiong Wu, Shozo Nakamura (2022). Research on the Fatigue Performance of Composite Girders with CSW and ST Truss. Applied Sciences.DOI
Kang-Ming Chen, Jianping Luo, Qingxiong Wu, H. Wang (2022). Test of Broken Suspender Specimen and Equivalent Static Calculation Method for Half-Through and Through Concrete-Filled Steel Tubular Arch Bridges. Applied Sciences.DOI
Qingxiong Wu, Zhi-Kun Xu, Hui-Hui Yuan, Zhiying Qin (2022). Ultimate bearing capacity of UHPC-encased CFST medium-long columns under axial compression. Magazine of Concrete Research.DOI
Han-Sung Huang, Kang-Ming Chen, Qingxiong Wu, Shozo Nakamura (2022). Fatigue Performance Test and Numerical Analysis of Composite Girders with CSW-CFST Truss Chords. Applied Sciences.DOI
Qingxiong Wu, Zhi-Min She, Hui-Hui Yuan (2021). Experimental study of UHPC-encased CFST stub columns under axial compression.DOI
Hui-Hui Yuan, Zhi-Min She, Qingxiong Wu, Yufan Huang (2021). Experimental and parametric investigation on elastoplastic seismic response of CFST battened built-up columns. Soil Dynamics and Earthquake Engineering.DOI
Hui-Hui Yuan, J. Dang, Qingxiong Wu, T. Aoki (2021). A modified curve-approximated hysteretic model for partially concrete-filled steel tube bridge piers.DOI
Jucan Dong, Yiyan Chen, Qingxiong Wu, Aoxiang Hu, Ruijuan Jiang, Chengwei Wang, Zhaojie Tong, Hua Wei Song, Tianhua Xu (2021). Research on flexural behavior of composite box continuous girder with corrugated steel webs and trusses. Advances in Structural Engineering.DOI
Hui-Hui Yuan, Qingxiong Wu, Yufan Huang, Zhi-Min She (2020). Experimental and theoretical studies on the seismic performance of CFST battened built-up column piers.DOI
Jian-Ye Zheng, Shozo Nakamura, Yajing Ge, Kang-Ming Chen, Qingxiong Wu (2020). Extended Formulation of Stress Concentration Factors for CFST T-Joints. Journal of Bridge Engineering.DOI
Kang-Ming Chen, Han-Sung Huang, Qingxiong Wu, Shozo Nakamura, Bao-Chun Chen (2019). Experimental and finite element analysis research on the fatigue performance of CHS K-joints. Engineering structures.DOI
Q. Wang, T. Okumatsu, Shozo Nakamura, T. Nishikawa, Qingxiong Wu, Kang-Ming Chen (2019). Fatigue Failure Analysis of Cracks near the Sole Plate of a Half-Through Steel-Arch Bridge. Journal of Bridge Engineering.DOI
Jian-Gang Wei, Zhi-Tao Xie, Qingxiong Wu, Bao-Chun Chen, Jian-Chun Ping (2019). Experimental Study on the Spatial Mechanical Behavior of CFST X-Shaped Arches Subjected to Non-directional Loads. Structural Integrity.DOI
Jian-Ye Zheng, Shozo Nakamura, Yajing Ge, Kang-Ming Chen, Qingxiong Wu (2018). Formulation of stress concentration factors for concrete-filled steel tubular (CFST) T-joints under axial force in the brace. Engineering structures.DOI
Kang-Ming Chen, Qingxiong Wu, Han-Sung Huang, Bao-Chun Chen (2017). Parameter Analysis of the Mechanical Performance of Hinged Hollow-Slab Bridges with Gate-Type Steel Bars at the Bottom Part of the Junction Surface.DOI
G. Peng, Shozo Nakamura, Xin-Qun Zhu, Qingxiong Wu, Hai-Liang Wang (2017). An experimental and numerical study on temperature gradient and thermal stress of CFST truss girders under solar radiation.DOI
Kang-Ming Chen, Qingxiong Wu, Bao-Chun Chen, Gang Zhang（2016）. 長Lian橋の部分的連結法と連結構造試験を拡大した。【JST・京大機械翻訳】.
Kang-Ming Chen, Qingxiong Wu, Shozo Nakamura, Bao-Chun Chen (2016). Experimental and numerical study on compressive behavior of convex steel box section for arch rib.DOI
Yan Yang, Jun-hao Zhou, Jian-Gang Wei, Lei Huang, Qingxiong Wu, Bao-Chun Chen (2016). Experimental study on the compression of concrete filled steel tubular latticed columns with variable cross section.DOI
Hui-Hui Yuan, Yi-Han Tang, Qingxiong Wu, J. Dang（2016）. 部分的に充填したコンクリート薄肉梁のための準静的試験を実施した。【JST・京大機械翻訳】.
Hui-Hui Yuan, Qingxiong Wu, Bao-Chun Chen (2016). SHAKING TABLE TEST STUDY ON SEISMIC PERFORMANCE OF CONCRETE ARCH BRIDGE WITH STEEL WEB.
Yufan Huang, B. Briseghella, T. Zordan, Qingxiong Wu, Bao-Chun Chen (2014). Seismic Analysis of a Concrete Filled Steel Tubular Truss Bridge.DOI
Qingxiong Wu, Bao-Chun Chen, Jian-Gang Wei, Kang-Ming Chen (2014). Hollow slab bridge structure with end floor beams and construction method thereof.
Yufan Huang, B. Briseghella, T. Zordan, Qingxiong Wu, Bao-Chun Chen (2014). Shaking table tests for the evaluation of the seismic performance of an innovative lightweight bridge with CFST composite truss girder and lattice pier.DOI
Qingxiong Wu, Bao-Chun Chen, Jian-Gang Wei (2013). Hinge joint structure with extension steel bars.
Qingxiong Wu, Bao-Chun Chen, Jian-Gang Wei (2013). Structure for continuous modification of existing simply-supported T-shaped beam bridge and construction method thereof.
Kang-Ming Chen, Shozo Nakamura, Bao-Chun Chen, Qingxiong Wu, T. Nishikawa (2013). Comparison Between Steel Arch Bridges in China and Japan.DOI
Shang-Shun Lin, Bao-Chun Chen, Qingxiong Wu (2013). Discussion on Calculation Methods for Load Bearing Capacity of Concrete Arch Bridges. 2013 Fourth International Conference on Digital Manufacturing & Automation.DOI
Qingxiong Wu (2012). Mechanical behavior of transverse beams of cable stayed bridge with separated double-box girder.
Xiao-Qing Zhou, Yong Xia, Zelong Wei, Qingxiong Wu (2012). A videogrammetric technique for measuring the vibration displacement of stay cables. Geo-Spatial Information Science.DOI
Qingxiong Wu (2012). Research on ultimate load-carrying capacity of composite arch ring of stone arch bridge reinforced by concrete arch-lifted method.
Bao-Chun Chen, Jian-Gang Wei, Qingxiong Wu, Xin-Meng Yu (2012). Introduction to the Specifications of Concrete Filled Steel Tubular Arch Bridges (DBJ/T13-136-2011).DOI
Kang-Ming Chen, Shozo Nakamura, T. Nishikawa, Qingxiong Wu (2012). Reliability estimation of an CFST arch bridge by static loading test according to Chinese code. IEEE International Conference on Renewable Energy Research and Applications.DOI
Qingxiong Wu, Bao-Chun Chen, Jian-Gang Wei, Ji-Zhuo Huang (2012). Novel assembly type steel concrete simple supported slab bridge hinge joint and construction method thereof.
Qingxiong Wu, Bao-Chun Chen, Jian-Gang Wei, Ji-Zhuo Huang (2012). Steel pipe concrete continuous girder bridge with no need for welding support joints and construction method thereof.
Qingxiong Wu, Bao-Chun Chen, Jian-Gang Wei, Ji-Zhuo Huang (2012). Concrete filled steel tube truss anti-debonding node, and construction method of concrete filled steel tube truss anti-debonding node.
Qingxiong Wu (2012). Trial-design of a reactive powder concrete pedestrian bridge.
Bao-Chun Chen, Jian-Gang Wei, Qingxiong Wu (2011). Internal stud node of steel pipe concrete truss structure and construction method thereof.
Yong Xia, Qingxiong Wu, Youlin Xu, Y. Fujino, Xiao-Qing Zhou (2011). Verification of a Cable Element for Cable Parametric Vibration of One-Cable-Beam System Subject to Harmonic Excitation and Random Excitation.DOI
Qingxiong Wu, Bao-Chun Chen, Wan-Kun Huang (2011). Single camera multi-measuring point dynamic displacement measuring apparatus.
Qingxiong Wu (2010). Seismic Response Analysis of Concrete Arch Bridge with Steel Truss Webs. Journal of Shenyang Jianzhu University.
Bridge, Kazuo Takahashi, Qingxiong Wu, Shozo Nakamura (2010). Free vibrations and seismic responses of Shin Saikai Bridge and Saikai Bridge.
Qingxiong Wu (2010). Research of Arch Rib Joint Deviation for Concrete Filled Steel Tubular Arch Bridge. Journal of Highway and Transportation Research and Development.
Kang-Ming Chen, Qingxiong Wu, Bao-Chun Chen, Shozo Nakamura (2010). Mechanical Behaviors Analysis on a Arch Rib Segment of Yongjiang Bridge in the Eastern-Outer-Ring of Ningbo City.DOI
Qingxiong Wu (2010). Equivalent column method to calculate critical load for concrete-filled steel tubular arch under pure compression. Jisuan lixue xuebao.
Qingxiong Wu (2008). A FINITE ELEMENT METHOD FOR ANALYZING MATERIAL NONLINEARITY OF CONCRETE-FILLED STEEL TUBULAR STRUCTURES.
Qingxiong Wu, Bao-Chun Chen (2008). Vehicle-induced Vibration of Half-through and Through CFST Arch Bridges.DOI
G. Peng, Bao-Chun Chen, Qingxiong Wu (2008). Stability and Dynamic Analysis of a CFST Arch Bridge with Basket Type.DOI
Qingxiong Wu, Kazuo Takahashi, Baochun Chen (2008). Analysis of local vibrations in the stay cables of an existing cable-stayed bridge under wind gusts. STRUCTURAL ENGINEERING AND MECHANICS.DOI
Qingxiong Wu, Kazuo Takahashi, Shozo Nakamura (2005). Formulae for frequencies and modes of in-plane vibrations of small-sag inclined cables.DOI
O. Çetinkaya, Shozo Nakamura, Kazuo Takahashi, Qingxiong Wu (2004). Applicability of Equal Energy Assumption to the Out-of-Plane Response of Steel Arch Bridges.
Qingxiong Wu, Kazuo Takahashi, Shozo Nakamura (2004). Non-linear response of cables subjected to periodic support excitation considering cable loosening.DOI