24 results on '"Lam, Angus C.C."'
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2. A study of net-section resistance of high strength steel bolted connections
3. Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms
4. Block shear failure of S275 and S690 steel angles with single-line bolted connections
5. Performance of single-coped beam with slender web and quantification of local web buckling strength
6. Local web buckling of single-coped beam connections with slender web
7. Shear lag effect on ultimate tensile capacity of high strength steel angles
8. Reinforcing strategies for double-coped beams against local web buckling
9. Strength and behaviour of reinforced double-coped beams against local web buckling
10. Local web buckling of double-coped steel beam connections
11. Local web buckling mechanism and practical design of double-coped beam connections
12. Design for inelastic local web buckling of coped beams
13. Block shear strength and design of coped beams with double bolt-line connections
14. Numerical study and practical design of beam-to-column connections with shape memory alloys
15. Local failures of coped steel beams — A state-of-the-art review
16. Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts
17. Block shear strength of coped beams with single-sided bolted connection
18. Influence of shear lag on ultimate tensile capacity of angles and tees
19. Experimental study of the strength and behaviour of reinforced coped beams
20. The shear lag effects on welded steel single angle tension members
21. 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 tensile loading
22. An investigation of the block shear strength of coped beams with a welded clip angle connection — Part II: Numerical study
23. An investigation of the block shear strength of coped beams with a welded clip angle connection — Part I: Experimental study
24. Local web buckling strength of coped steel I beams
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