Dennis Lam
Dennis Lam
Chair in Structural Engineering, University of Bradford
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Cited by
Cited by
Axial capacity of circular concrete-filled tube columns
G Giakoumelis, D Lam
Journal of Constructional Steel Research 60 (7), 1049-1068, 2004
Behaviour of normal and high strength concrete-filled compact steel tube circular stub columns
E Ellobody, B Young, D Lam
Journal of Constructional Steel Research 62 (7), 706-715, 2006
Behavior of headed stud shear connectors in composite beam
D Lam, E El-Lobody
Journal of Structural Engineering 131 (1), 96-107, 2005
Experimental study on concrete filled square hollow sections
D Lam, CA Williams
Steel and Composite Structures 4 (2), 95-112, 2004
Experimental study on the performance of steel-concrete interfaces in circular concrete-filled double skin steel tube
W Li, B Chen, LH Han, D Lam
Thin-Walled Structures 149, 106660, 2020
Structural design of stainless steel concrete filled columns
D Lam, L Gardner
Journal of Constructional Steel Research 64 (11), 1275-1282, 2008
Numerical modelling of the axial compressive behaviour of short concrete-filled elliptical steel columns
X Dai, D Lam
Journal of Constructional Steel Research 66 (7), 931-942, 2010
Testing and analysis of concrete-filled elliptical hollow sections
H Yang, D Lam, L Gardner
Engineering Structures 30 (12), 3771-3781, 2008
Finite element analysis on the capacity of circular concrete-filled double-skin steel tubular (CFDST) stub columns
M Pagoulatou, T Sheehan, XH Dai, D Lam
Engineering Structures 72, 102-112, 2014
Strength, stiffness and ductility of concrete-filled steel columns under axial compression
ZB Wang, Z Tao, LH Han, B Uy, D Lam, WH Kang
Engineering Structures 135, 209-221, 2017
Effect of shear connector spacing and layout on the shear connector capacity in composite beams
J Qureshi, D Lam, J Ye
Journal of constructional steel research 67 (4), 706-719, 2011
Implementation and application of a 9-node Lagrange shell element with spurious mode control
T Belytschko, WKAM LIU, JSJ Ong, D Lam
Advances and Trends in Structures and Dynamics, 121-128, 1985
An experimental study on elliptical concrete filled columns under axial compression
N Jamaluddin, D Lam, XH Dai, J Ye
Journal of Constructional Steel Research 87, 6-16, 2013
Capacities of headed stud shear connectors in composite steel beams with precast hollowcore slabs
D Lam
Journal of Constructional Steel Research 63 (9), 1160-1174, 2007
Effect of concrete strength and stud collar size to shear capacity of demountable shear connectors
XH Dai, D Lam, E Saveri
Journal of Structural Engineering 141 (11), 04015025, 2015
Experiments on special-shaped CFST stub columns under axial compression
QX Ren, LH Han, D Lam, C Hou
Journal of Constructional Steel Research 98, 123-133, 2014
Eccentrically loaded concrete encased steel composite columns
E Ellobody, B Young, D Lam
Thin-walled structures 49 (1), 53-65, 2011
Experimental response and code modelling of continuous concrete slabs reinforced with BFRP bars
MEM Mahroug, AF Ashour, D Lam
Composite Structures 107, 664-674, 2014
Experimental study on demountable shear connectors in composite slabs with profiled decking
N Rehman, D Lam, X Dai, AF Ashour
Journal of Constructional Steel Research 122, 178-189, 2016
Structural response of concrete-filled elliptical steel hollow sections under eccentric compression
T Sheehan, XH Dai, TM Chan, D Lam
Engineering Structures 45, 314-323, 2012
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