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Tan, Kang Hai
หน่วยงาน Nanyang Technological University, Singapore
# นักวิจัย ร่วมงาน
1 Yu, Jun 10
2 Nguyen, Tuan Trung 4
3 Xu, Jin 2
4 Yang, Bo 2
5 Long, Xu 2
6 Pham, Xuan Dat 2
7 Long, X. 1
8 Kang, Shao-Bo 1
9 Bao, J. Q. 1
10 Pan, Tso-Chien 1
11 Fan, Sau Cheong 1
12 Ma, Guowei 1
13 Nguyen, Thruong Thang 1
# พ.ศ. จำนวน
1 2558 1
2 2557 3
3 2556 6
4 2555 7
5 2554 3
6 2553 5
# หัวเรื่อง
ปี พ.ศ. 2558
1 Behaviour of precast concrete beam-column sub-assemblages subject to column removal
ปี พ.ศ. 2557
2 Bond stress-slip prediction under pullout and dowel action in reinforced concrete joints
3 Analytical model for the capacity of compressive arch action of reinforced concrete sub-assemblages
4 Numerical analysis with joint model on RC assemblages subjected to progressive collapse
ปี พ.ศ. 2556
5 Analytical model on the bond stress-slip relationship between steel reinforcement and concrete for RC beam-column joints
6 Effect of unprotected interior beams on membrane behaviour of composite floor systems in fire. II : numerical assessment
7 Effect of unprotected interior beams on membrane behaviour of composite floor systems in fire, I : experimental investigation
8 Structural behavior of RC beam-column subassemblages under a middle column removal scenario
9 A new generalized Drucker–Prager flow rule for concrete under compression
10 An enriched 6-node MITC plate element for yield line analysis
ปี พ.ศ. 2555
11 Partial hinge detailing to improve catenary action of reinforced concrete frames
12 Bar stress-slip relationship in reinforced concrete joints with large inelastic bar strains
13 Effect of partial debonding on catenary action of reinforced concrete frames
14 Development of compressive arch action in reinforced concrete sub-assemblages
15 Discussions on design of precast prestressed planks and biaxially-loaded slender columns using EN 1992-1-1:2004
16 Behaviour of different types of steel connections in steel frames against progressive collapse
17 Three-stage approach for unrestrained simply supported RC slabs under uniformly distributed load
ปี พ.ศ. 2554
18 Numerical investigations of composite slab-beam floor systems exposed to ISO fire
19 Numerical analyses of steel beam–column joints subjected to catenary action
20 A two-dimensional co-rotational Timoshenko beam element with XFEM formulation
ปี พ.ศ. 2553
21 Progressive collapse resistance of RC beam-column sub-assemblages
22 Alternate load paths in mitigating progressive collapse of RC building structures subjected to column loss scenarios
23 An overview of the current research programmes in Protective Technology Research Centre at NTU
24 Membrane actions of RC slabs in mitigating progressive collapse of building structures
25 Experimental study on catenary action of RC beam-column subassemblages