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- [1] A new ultimate capacity formula for unstiffened CHS T-, TT- and K-joints under axial brace loads PROCEEDINGS OF THE SEVENTH (1997) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL IV, 1997, 1997, : 13 - 20
- [2] Parametric analysis and design equation of ultimate capacity for unstiffened overlapped CHS K-joints Frontiers of Architecture and Civil Engineering in China, 2008, 2 (2): : 107 - 115
- [4] Finite Element Analysis for Unstiffened Overlapped CHS K-joints Welded in Different ways TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 533 - 536
- [5] THE STUDY OF ULTIMATE BEARING CAPACITY OF OVERLAPPED CHS K-JOINTS PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 2003 - 2009
- [6] Experimental study on overlapped CHS K-joints under cyclic loading TUBULAR STRUCTURES XIII, 2010, : 123 - 131
- [7] Improved formula for loading capacity of multiplanar overlapped CHS KK-joints Jianzhu Jiegou Xuebao/Journal of Building Structures, 2013, 34 (02): : 99 - 105
- [8] A new ultimate capacity formula for unstiffened CHS T-, TT-, X-, K- and KK-joints under axial brace loads TUBULAR STRUCTURES VIII, 1998, : 213 - 222
- [9] Effect of overlap on the behaviour of axially loaded CHS K-joints TUBULAR STRUCTURES VIII, 1998, : 249 - 258