| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A finite element based approach for fatigue life prediction of headed shear studs
|
Mia, Md. Manik
|
|
2019
|
19 |
C |
p. 161-172
|
artikel
|
| 2 |
Analysis of a mock-up of a new sustainable easy-assembling modular arch
|
Diaferio, Mariella
|
|
2019
|
19 |
C |
p. 309-321
|
artikel
|
| 3 |
Analytical behaviors of concrete-filled circular stainless steel tubular (CFCSST) stub columns under axial loading
|
Ding, Fa-xing
|
|
2019
|
19 |
C |
p. 277-285
|
artikel
|
| 4 |
An experimental investigation on the shear and flexural behavior of steel reinforced HPSCC beams
|
Nikbakht, Ehsan
|
|
2019
|
19 |
C |
p. 286-295
|
artikel
|
| 5 |
Assessment of Cohesive Parameters Using High Dimensional Model Representation for Mixed Mode Cohesive Zone Model
|
Kesava Rao, B.
|
|
2019
|
19 |
C |
p. 156-160
|
artikel
|
| 6 |
Axial-flexural interaction diagram of RPC columns reinforced with steel fibres
|
Al-Tikrite, Ahmed
|
|
2019
|
19 |
C |
p. 499-506
|
artikel
|
| 7 |
Beam-to-beam eccentric end plate connections - Experimental comparison to fin plate and partial-depth end plate connections
|
Hawxwell, Daniel Allan
|
|
2019
|
19 |
C |
p. 411-423
|
artikel
|
| 8 |
Bond strength between corroded steel reinforcement and recycled aggregate concrete
|
Alhawat, Musab
|
|
2019
|
19 |
C |
p. 369-385
|
artikel
|
| 9 |
Dual effect of axial tension force developed in catenary action during progressive collapse of 3D composite semi-rigid jointed frames
|
Galal, Mohamed Ahmed
|
|
2019
|
19 |
C |
p. 507-519
|
artikel
|
| 10 |
Editorial Board (IFC)
|
|
|
2019
|
19 |
C |
p. i
|
artikel
|
| 11 |
Effects of Higher Modes and Degrees of Freedom (DOF) on Strength Reduction Factor in Reinforced Concrete Frames Equipped With Steel Plate Shear Wall
|
Reza Salimbahrami, S.
|
|
2019
|
19 |
C |
p. 234-247
|
artikel
|
| 12 |
Effects of parameter estimation techniques and uncertainty on the selection of fatigue crack growth model
|
Chowdhury, S.
|
|
2019
|
19 |
C |
p. 128-142
|
artikel
|
| 13 |
Experimental investigation and Finite Element (FE) analysis of the load-deformation response of PVC fencing structures
|
Sotayo, Adeayo
|
|
2019
|
19 |
C |
p. 424-435
|
artikel
|
| 14 |
Experimental investigation of strengthening reinforced concrete moment resisting frames using partially attached steel infill plate
|
TahamouliRoudsari, M.
|
|
2019
|
19 |
C |
p. 173-183
|
artikel
|
| 15 |
Flange-notched wood I-joists reinforced with OSB collars: Experimental investigation and sensitivity analysis
|
Shahnewaz, Md
|
|
2019
|
19 |
C |
p. 490-498
|
artikel
|
| 16 |
Flexural performance of reinforced concrete beams strengthened with fibre reinforced geopolymer concrete under accelerated corrosion
|
Al-Majidi, Mohammed Haloob
|
|
2019
|
19 |
C |
p. 394-410
|
artikel
|
| 17 |
Impact response of hybrid FRP-steel reinforced concrete slabs
|
Mousavi, Tohid
|
|
2019
|
19 |
C |
p. 436-448
|
artikel
|
| 18 |
Influence of plastic pour-in form on mechanical behavior of concrete
|
Abdulla, Nwzad Abduljabar
|
|
2019
|
19 |
C |
p. 193-202
|
artikel
|
| 19 |
Influence of temperature and relative humidity variations on non-uniform corrosion of reinforced concrete
|
Chauhan, Aditi
|
|
2019
|
19 |
C |
p. 296-308
|
artikel
|
| 20 |
Investigation of Flexural Toughness for Steel-and-Synthetic-Fiber-Reinforced Concrete Pipes
|
Lee, S.
|
|
2019
|
19 |
C |
p. 203-211
|
artikel
|
| 21 |
Least Cost Design of Curved Cable-Stayed Footbridges with Control Devices
|
Ferreira, Fernando
|
|
2019
|
19 |
C |
p. 68-83
|
artikel
|
| 22 |
Load capacity predictions of continuous concrete deep beams reinforced with GFRP bars
|
Zinkaah, Othman Hameed
|
|
2019
|
19 |
C |
p. 449-462
|
artikel
|
| 23 |
Losses of prestress in post-tensioned glass beams
|
Engelmann, Michael
|
|
2019
|
19 |
C |
p. 248-257
|
artikel
|
| 24 |
Machine Learning for Sustainable Structures: A Call for Data
|
D'Amico, B.
|
|
2019
|
19 |
C |
p. 1-4
|
artikel
|
| 25 |
Maximum axial load carrying capacity of Fibre Reinforced-Polymer (FRP) bar reinforced concrete columns under axial compression
|
Hasan, Hayder Alaa
|
|
2019
|
19 |
C |
p. 227-233
|
artikel
|
| 26 |
Multi-objective topology optimization using the Boundary Element Method
|
Simonetti, Hélio Luiz
|
|
2019
|
19 |
C |
p. 84-95
|
artikel
|
| 27 |
Numerical model for the non-linear dynamic analysis of multi-storey structures with semi-rigid joints with specific reference to the Algerian code
|
Koriga, S.
|
|
2019
|
19 |
C |
p. 184-192
|
artikel
|
| 28 |
Performance of composite metal deck slabs under impact loading
|
Emami, Fakhreddin
|
|
2019
|
19 |
C |
p. 476-489
|
artikel
|
| 29 |
Performance of Precast Prestressed Steel-Concrete Composite Panels Under Static Loadings to Replace the Timber Transoms for Railway Bridge
|
Mirza, Olivia
|
|
2019
|
19 |
C |
p. 30-40
|
artikel
|
| 30 |
Post-earthquake Damage Simulation of Two Colonial Unreinforced Clay Brick Masonry Buildings Using the Equivalent Frame Approach
|
Marino, Salvatore
|
|
2019
|
19 |
C |
p. 212-226
|
artikel
|
| 31 |
Prediction of fatigue failure of steel beams subjected to simultaneous corrosion and cyclic loading
|
Li, Le
|
|
2019
|
19 |
C |
p. 386-393
|
artikel
|
| 32 |
Present State of Eurocode 2 Variable Strut Inclination Method for Shear Design and Possible Improvement
|
Olalusi, Oladimeji Benedict
|
|
2019
|
19 |
C |
p. 48-57
|
artikel
|
| 33 |
Proposed EN 1992 tension lap strength equation for good bond
|
Vollum, Robert
|
|
2019
|
19 |
C |
p. 5-18
|
artikel
|
| 34 |
Rectangular Stress-block Parameters for Fly-ash and Slag Based Geopolymer Concrete
|
Tran, Tung T.
|
|
2019
|
19 |
C |
p. 143-155
|
artikel
|
| 35 |
Rehabilitation of Shear Deficient Steel Beams Using BFRP Fabric
|
Bastani, Amirreza
|
|
2019
|
19 |
C |
p. 349-361
|
artikel
|
| 36 |
Reinforcing steel fracture identification for a high-performance bridge system
|
Mantawy, Islam M.
|
|
2019
|
19 |
C |
p. 58-67
|
artikel
|
| 37 |
Seismic fragility assessment of a multi-span RC bridge in Bangladesh considering near-fault, far-field and long duration ground motions
|
Kabir, Md Rashedul
|
|
2019
|
19 |
C |
p. 333-348
|
artikel
|
| 38 |
Seismic Response and Vulnerability Assessment of Representative Low, Medium and High-rise Buildings in Patna, India
|
Samanta, Avik
|
|
2019
|
19 |
C |
p. 110-127
|
artikel
|
| 39 |
Sheathing Bracing Requirements for Cold-formed Steel Wall Panels: Experimental Investigation
|
Selvaraj, Sivaganesh
|
|
2019
|
19 |
C |
p. 258-276
|
artikel
|
| 40 |
Static performance analysis of single-layer steel cooling tower
|
Ma, Hui-huan
|
|
2019
|
19 |
C |
p. 322-332
|
artikel
|
| 41 |
Steel Building Friction Connection Seismic Performance – Corrosion Effects
|
Chanchi Golondrino, Jose Christian
|
|
2019
|
19 |
C |
p. 96-109
|
artikel
|
| 42 |
Sway Model for the Lateral Torsional Buckling Analysis of Wooden Twin-beam-deck Systems
|
Du, Yang
|
|
2019
|
19 |
C |
p. 19-29
|
artikel
|
| 43 |
Tension Lap Splice Length of Reinforcing Bars Embedded in Reactive Powder Concrete (RPC)
|
Al-Quraishi, Hussein
|
|
2019
|
19 |
C |
p. 362-368
|
artikel
|
| 44 |
The effect of correlations among random member properties on structural reliability
|
Charmpis, Dimos C.
|
|
2019
|
19 |
C |
p. 463-475
|
artikel
|
| 45 |
The Effects on the Bracing Stiffness of Timber Structures of the Stiffness of Its Members
|
Klasson, Anders
|
|
2019
|
19 |
C |
p. 41-47
|
artikel
|
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