| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A new simplified calculation model of CFS composite exterior walls under fire conditions
|
Chen, Wenwen
|
|
|
22 |
C |
p. 53-64
|
artikel
|
| 2 |
A nonlinear model to apply beam-column joint shear failure in analysis of RC moment resisting frames
|
Najafgholipour, M.A.
|
|
|
22 |
C |
p. 13-27
|
artikel
|
| 3 |
Behaviour of Gypsum Sheathed Point-symmetric Cold-formed Steel members: Assessment of AISI Design Method
|
Selvaraj, Sivaganesh
|
|
|
22 |
C |
p. 76-97
|
artikel
|
| 4 |
Blast responses of concrete beams reinforced with steel-GFRP composite bars
|
Liu, Sanfeng
|
|
|
22 |
C |
p. 200-212
|
artikel
|
| 5 |
Bond between glass fibre reinforced polymer bars and high - strength concrete
|
Saleh, Najia
|
|
|
22 |
C |
p. 139-153
|
artikel
|
| 6 |
Comparing the seismic performances of shallow beam connections with accordion webs and reduced sections: An experimental study
|
TahamouliRoudsari, Mehrzad
|
|
|
22 |
C |
p. 421-434
|
artikel
|
| 7 |
Editorial Board (IFC)
|
|
|
|
22 |
C |
p. i
|
artikel
|
| 8 |
Effect of multiple longitudinal stiffeners on ultimate strength of steel plate girders
|
Truong, Viet-Hung
|
|
|
22 |
C |
p. 366-382
|
artikel
|
| 9 |
Elevated temperature performance of restrained stainless steel beams
|
Pournaghshband, A.
|
|
|
22 |
C |
p. 278-290
|
artikel
|
| 10 |
Equivalent-Resistance-Capacity-Method (ERCM) for the design of steel Elliptical-Hollow-Sections (EHSs) under axial compression
|
Narendra, Perumālla Venkata Rāma
|
|
|
22 |
C |
p. 28-42
|
artikel
|
| 11 |
Experimental and analytical study of lightweight floor system built-up with cold-formed profile steel sheet and hot-rolled steel plate (CFPSS-HRSP)
|
Govindan, Senthil Kumar
|
|
|
22 |
C |
p. 291-309
|
artikel
|
| 12 |
Experimental and numerical investigation of an innovative buckling-restrained fuse under cyclic loading
|
Mohammadi, Masoud
|
|
|
22 |
C |
p. 186-199
|
artikel
|
| 13 |
Experimental behavior of concrete-filled double-skin steel tubular (CFDST) stub members under axial compression: A comparative review
|
Vernardos, Stelios
|
|
|
22 |
C |
p. 383-404
|
artikel
|
| 14 |
Experimental investigations on the behavior of GFRP bar reinforced HSC and UHSC beams under static and impact loading
|
Goldston, M.W.
|
|
|
22 |
C |
p. 109-123
|
artikel
|
| 15 |
Experimental study on time-dependent deformation of hybrid steel–PRC girder with headed stud shear connections under sustained loading
|
Haque, Mohammad Najmol
|
|
|
22 |
C |
p. 327-340
|
artikel
|
| 16 |
Flexural strength of FRP plated RC beams using a partial-interaction displacement-based approach
|
El-Zeadani, Mohamed
|
|
|
22 |
C |
p. 405-420
|
artikel
|
| 17 |
Improved SDOF and numerical approach to study the dynamic response of reinforced concrete columns subjected to close-in blast loading
|
Liu, Yan
|
|
|
22 |
C |
p. 341-365
|
artikel
|
| 18 |
Influence of post-heating on the behavior of reinforced self-compacting concrete hollow columns
|
Al-Gasham, Thaar S.
|
|
|
22 |
C |
p. 266-277
|
artikel
|
| 19 |
Machine learning algorithms for structural performance classifications and predictions: Application to reinforced masonry shear walls
|
Siam, Ahmad
|
|
|
22 |
C |
p. 252-265
|
artikel
|
| 20 |
Monitoring time in operational modal tests with broad and narrow band excitations
|
Arjomandi, Kaveh
|
|
|
22 |
C |
p. 245-251
|
artikel
|
| 21 |
Numerical analysis of a hybrid cable bending-active plate structure
|
Phocas, Marios C.
|
|
|
22 |
C |
p. 175-185
|
artikel
|
| 22 |
Optimal DDBD procedure for designing steel structures with nonlinear fluid viscous dampers
|
Moradpour, S.
|
|
|
22 |
C |
p. 154-174
|
artikel
|
| 23 |
Proposed design procedure for reinforced concrete bridge columns subjected to vehicle collisions
|
Do, Tin V.
|
|
|
22 |
C |
p. 213-229
|
artikel
|
| 24 |
Retrofitting external RC beam-column joints of an ordinary MRF through plastic hinge relocation using FRP laminates
|
Maheri, Mahmoud R.
|
|
|
22 |
C |
p. 65-75
|
artikel
|
| 25 |
Seismic retrofitting of existing RC buildings: a rational selection procedure based on Genetic Algorithms
|
Falcone, Roberto
|
|
|
22 |
C |
p. 310-326
|
artikel
|
| 26 |
Shear behavior of concrete beams reinforced with CFRP sheet strip stirrups using wet-layup technique
|
Tahir, Muhammad
|
|
|
22 |
C |
p. 43-52
|
artikel
|
| 27 |
Structural behavior of concrete-filled steel tube short columns stiffened by external and internal continuous spirals
|
Alrebeh, Salih K.
|
|
|
22 |
C |
p. 98-108
|
artikel
|
| 28 |
Structural behaviour of prefabricated stressed-skin engineered timber composite flooring systems
|
Orlowski, Kristopher
|
|
|
22 |
C |
p. 230-244
|
artikel
|
| 29 |
Study of the flexural behaviour of FRP-strengthened steel-concrete composite beams
|
Stylianidis, P.M.
|
|
|
22 |
C |
p. 124-138
|
artikel
|
| 30 |
Thin plate element for applied element method
|
Christy, D. Lincy
|
|
|
22 |
C |
p. 1-12
|
artikel
|
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