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kw.\*:("Blind bolts")

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Component-based mechanical models for blind-bolted angle connectionsMALAGA-CHUQUITAYPE, C; ELGHAZOULI, A. Y.Engineering structures. 2010, Vol 32, Num 10, pp 3048-3067, issn 0141-0296, 20 p.Article

Blind bolted moment connection to unfilled hollow section columns using extended T-stub with back face supportLEE, J; GOLDSWORTHY, H. M; GAD, E. F et al.Engineering structures. 2011, Vol 33, Num 5, pp 1710-1722, issn 0141-0296, 13 p.Article

Seismic response of extended end plate joints to concrete-filled steel tubular columnsJINGFENG WANG; LIN ZHANG; SPENCER, B. F et al.Engineering structures. 2013, Vol 49, pp 876-892, issn 0141-0296, 17 p.Article

Performance of CFTST column to steel beam joints with blind bolts under cyclic loadingJINGFENG WANG; XINYI CHEN; JAY SHEN et al.Thin-walled structures. 2012, Vol 60, pp 69-84, issn 0263-8231, 16 p.Article

Structural performance of blind bolted end plate joints to concrete-filled thin-walled steel tubular columnsJINGFENG WANG; SHUIPING GUO.Thin-walled structures. 2012, Vol 60, pp 54-68, issn 0263-8231, 15 p.Article

Hysteretic performance of a new blind bolted connection to concrete filled columns under cyclic loading: An experimental investigationTIZANI, Walid; ZHI YU WANG; HAJIRASOULIHA, Iman et al.Engineering structures. 2013, Vol 46, pp 535-546, issn 0141-0296, 12 p.Article

Behaviour of composite beam-column flush end-plate connections subjected to low-probability, high-consequence loadingMIRZA, O; UY, B.Engineering structures. 2011, Vol 33, Num 2, pp 647-662, issn 0141-0296, 16 p.Article

Experimental monotonic and cyclic behaviour of blind-bolted angle connectionsELGHAZOULI, A. Y; MALAGA-CHUQUITAYPE, C; CASTRO, J. M et al.Engineering structures. 2009, Vol 31, Num 11, pp 2540-2553, issn 0141-0296, 14 p.Article

Experimental behaviour of a novel anchored blind-bolt in tensionPITRAKKOS, Theodoros; TIZANI, Walid.Engineering structures. 2013, Vol 49, pp 905-919, issn 0141-0296, 15 p.Article

Response and component characterisation of semi-rigid connections to tubular columns under axial loadsLIU, Y; MALAGA-CHUQUITAYPE, C; ELGHAZOULI, A. Y et al.Engineering structures. 2012, Vol 41, pp 510-532, issn 0141-0296, 23 p.Article

Strength and initial stiffness of a blind-bolt connection based on the T-stub modelWANG, Z. Y; TIZANI, W; WANG, Q. Y et al.Engineering structures. 2010, Vol 32, Num 9, pp 2505-2517, issn 0141-0296, 13 p.Article

Behaviour of beam-to-tubular column angle connections under shear loadsLIU, Y; MALAGA-CHUQUITAYPE, C; ELGHAZOULI, A. Y et al.Engineering structures. 2012, Vol 42, pp 434-456, issn 0141-0296, 23 p.Article

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