| Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts C Fang, MCH Yam, ACC Lam, L Xie Journal of Constructional Steel Research 94, 122-136, 2014 | 337 | 2014 |
| Numerical study and practical design of beam-to-column connections with shape memory alloys MCH Yam, C Fang, ACC Lam, Y Zhang Journal of Constructional Steel Research 104, 177-192, 2015 | 143 | 2015 |
| Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices C Fang, MCH Yam, ACC Lam, Y Zhang Smart Materials and Structures 24 (7), 075024, 2015 | 127 | 2015 |
| Modelling the nonlinear behaviour of masonry walls strengthened with textile reinforced mortars X Wang, B Ghiassi, DV Oliveira, CC Lam Engineering Structures 134, 11-24, 2017 | 91 | 2017 |
| Comparison of different types of TRM composites for strengthening masonry panels X Wang, CC Lam, VP Iu Construction and Building Materials 219, 184-194, 2019 | 74 | 2019 |
| Free vibration analysis of the functionally graded sandwich beams by a meshfree boundary-domain integral equation method Y Yang, CC Lam, KP Kou, VP Iu Composite Structures 117, 32-39, 2014 | 70 | 2014 |
| Experimental investigation of in-plane shear behaviour of grey clay brick masonry panels strengthened with SRG X Wang, CC Lam, VP Iu Engineering Structures 162, 84-96, 2018 | 67 | 2018 |
| Bond behaviour of steel-TRM composites for strengthening masonry elements: Experimental testing and numerical modelling X Wang, CC Lam, VP Iu Construction and Building Materials 253, 119157, 2020 | 45 | 2020 |
| Block shear strength of coped beams with single-sided bolted connection C Fang, ACC Lam, MCH Yam, KS Seak Journal of Constructional Steel Research 86, 153-166, 2013 | 40 | 2013 |
| Local web buckling strength of coped steel I beams MCH Yam, ACC Lam, VP Iu, JJR Cheng Journal of Structural Engineering 129 (1), 3-11, 2003 | 40 | 2003 |
| Shear lag effect on ultimate tensile capacity of high strength steel angles K Ke, YH Xiong, MCH Yam, ACC Lam, KF Chung Journal of Constructional Steel Research 145, 300-314, 2018 | 39 | 2018 |
| The shear lag effects on welded steel single angle tension members HT Zhu, MCH Yam, ACC Lam, VP Iu Journal of Constructional Steel Research 65 (5), 1171-1186, 2009 | 35 | 2009 |
| Free vibration analysis of two-dimensional functionally graded structures by a meshfree boundary–domain integral equation method Y Yang, KP Kou, VP Iu, CC Lam, C Zhang Composite Structures 110, 342-353, 2014 | 34 | 2014 |
| An investigation of the block shear strength of coped beams with a welded clip angle connection—Part I: Experimental study MCH Yam, YC Zhong, ACC Lam, VP Iu Journal of Constructional Steel Research 63 (1), 96-115, 2007 | 33 | 2007 |
| Repair of steel structures by bonded carbon fibre reinforced polymer patching: experimental and numerical study of carbon fibre reinforced polymer–steel double-lap joints under … ACC Lam, JJR Cheng, MCH Yam, GD Kennedy Canadian Journal of Civil Engineering 34 (12), 1542-1553, 2007 | 32 | 2007 |
| Dynamic behaviors of tapered bi-directional functionally graded beams with various boundary conditions under action of a moving harmonic load Y Yang, K Kunpang, CC Lam, VP Iu Engineering Analysis with Boundary Elements 104, 225-239, 2019 | 30 | 2019 |
| Forced vibration analysis of functionally graded beams by the meshfree boundary-domain integral equation method Y Yang, CC Lam, KP Kou Engineering Analysis with Boundary Elements 72, 100-110, 2016 | 30 | 2016 |
| Local failures of coped steel beams—A state-of-the-art review MCH Yam, C Fang, ACC Lam, JJR Cheng Journal of Constructional Steel Research 102, 217-232, 2014 | 27 | 2014 |
| Study of stress intensity factor of a cracked steel plate with a single-side CFRP composite patching ACC Lam, MCH Yam, JJR Cheng, GD Kennedy Journal of Composites for Construction 14 (6), 791-803, 2010 | 27 | 2010 |
| Influence of shear lag on ultimate tensile capacity of angles and tees C Fang, ACC Lam, MCH Yam Journal of constructional steel research 84, 49-61, 2013 | 24 | 2013 |
Cheng FangTongji UniversityΗ διεύθυνση ηλεκτρονικού ταχυδρομείου έχει επαληθευτεί στον τομέα tongji.edu.cn
