| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Aggregates segregation in rubberized mortar
|
Moreno, Diego David Pinzón
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26 |
C |
p. 778-784
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artikel
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| 2 |
A model for predicting the stress–strain relation of PVC-CFRP confined concrete stub columns under axial compression
|
Fang, Yuan
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|
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26 |
C |
p. 259-270
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artikel
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| 3 |
An inverse TSK model of MR damper for vibration control of nonlinear structures using an improved grasshopper optimization algorithm
|
Raeesi, Farzad
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26 |
C |
p. 406-416
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artikel
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| 4 |
A novel steel-PAFRC composite fender for bridge pier protection under low velocity vessel impacts
|
Manohar, Titus
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26 |
C |
p. 765-777
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artikel
|
| 5 |
A sequential metamodel-based method for structural optimization under uncertainty
|
Dutta, Subhrajit
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26 |
C |
p. 54-65
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artikel
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| 6 |
Assessment of three-dimensional RC moment-resisting frames under repeated earthquakes
|
Oggu, Praveen
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26 |
C |
p. 6-23
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artikel
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| 7 |
Augmenting the seismic performance of masonry models using polypropylene band and steel wire mesh through shaking table testing
|
Banerjee, Susanta
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26 |
C |
p. 340-347
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artikel
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| 8 |
Axial compressive behavior of recycled concrete filled steel tubular stub columns with the inclusion of crushed brick
|
Chen, Jie
|
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26 |
C |
p. 271-283
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artikel
|
| 9 |
Axial compressive behaviour of circular concrete-filled steel tubular stub columns with an inner bamboo culm
|
Gan, Dan
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26 |
C |
p. 156-168
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artikel
|
| 10 |
Behavior and design of reinforced concrete building columns subjected to low-velocity car impact
|
Sohel, K.M.A.
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26 |
C |
p. 601-616
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artikel
|
| 11 |
Behavior of reinforced concrete deep beam with web openings strengthened with (CFRP) sheet
|
Jasim, Waleed A.
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26 |
C |
p. 785-800
|
artikel
|
| 12 |
Behavior of Y-type perfobond rib shear connection under different cyclic loading conditions
|
Kim, Kun-Soo
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26 |
C |
p. 562-571
|
artikel
|
| 13 |
Bending strength and design methods of the 6082-T6 aluminum alloy beams with circular hollow sections
|
Zhao, Yuanzheng
|
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26 |
C |
p. 870-887
|
artikel
|
| 14 |
Capacity spectrum of SPSW using pushover and energy method without need for calculation of target point
|
Gholhaki, Majid
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|
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26 |
C |
p. 516-523
|
artikel
|
| 15 |
Characteristic compressive strength correlation of rubberized concrete interlocking masonry wall
|
Al-Fakih, Amin
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26 |
C |
p. 169-184
|
artikel
|
| 16 |
Comparison of the environmental and structural performance of solid and glued laminated timber products based on EPDs
|
Dias, A.M.A.
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26 |
C |
p. 128-138
|
artikel
|
| 17 |
Corbel strut and tie modeling – Experimental verification
|
Abdul-Razzaq, Khattab Saleem
|
|
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26 |
C |
p. 327-339
|
artikel
|
| 18 |
Corrigendum to “Experimental investigation of the contributions of CFRP and externally collar strengthening to the seismic performance of RC columns with different cross-sections” [Structures 24 (2020) 266–281]
|
Dirikgil, Tamer
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|
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26 |
C |
p. 257-258
|
artikel
|
| 19 |
Decoupling of arch action and truss action in deep beams by strain energy
|
He, Zhi-Qi
|
|
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26 |
C |
p. 185-192
|
artikel
|
| 20 |
Deformation behaviours of Al2014-T6 at different strain rates and temperatures
|
Prakash, Gyan
|
|
|
26 |
C |
p. 193-203
|
artikel
|
| 21 |
Design and optimization of crashworthy components based on lattice structure configuration
|
Nasrullah, Alvian Iqbal Hanif
|
|
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26 |
C |
p. 969-981
|
artikel
|
| 22 |
Design of vertically stiffened steel plate walls under combined uniaxial compression and shear loads
|
Xu, Zhaoyu
|
|
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26 |
C |
p. 348-361
|
artikel
|
| 23 |
Dynamic behavior and vulnerability analysis of bridge columns with different cross-sectional shapes under rockfall impacts
|
Xie, Ruihong
|
|
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26 |
C |
p. 471-486
|
artikel
|
| 24 |
Editorial Board (IFC)
|
|
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26 |
C |
p. i
|
artikel
|
| 25 |
Effect of approximation of curvature/inertia on the nonlinear vibrations of cantilever beam
|
Kumar, Ajay
|
|
|
26 |
C |
p. 737-744
|
artikel
|
| 26 |
Effect of soil-pile raft-structure interaction on elastic and inelastic seismic behaviour
|
Saha, Rajib
|
|
|
26 |
C |
p. 378-395
|
artikel
|
| 27 |
Equivalent bow imperfections for use in design by second order inelastic analysis
|
Walport, F.
|
|
|
26 |
C |
p. 670-685
|
artikel
|
| 28 |
Estimation and development of innovative hybrid coupled shear wall system using nonlinear dynamic and fragility analysis
|
Salameh, Molham
|
|
|
26 |
C |
p. 703-723
|
artikel
|
| 29 |
Evaluation of the experimental curvature ductility of RC beams externally strengthened with CFRP bands
|
Bazan, Jorge L.
|
|
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26 |
C |
p. 1010-1020
|
artikel
|
| 30 |
Experimental and numerical investigation of the behavior of LWFC L-girders under combined torsion
|
Deifalla, A.
|
|
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26 |
C |
p. 362-377
|
artikel
|
| 31 |
Experimental investigation of mechanical behaviour of rebar in steel half-grouted sleeve connections with defects in water/binder ratio
|
Chen, Jianwei
|
|
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26 |
C |
p. 487-500
|
artikel
|
| 32 |
Experimental study on residual axial bearing capacity of UHPFRC-filled steel tubes after lateral impact loading
|
Mi, Yongtao
|
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26 |
C |
p. 549-561
|
artikel
|
| 33 |
Fatigue behavior of corroded non-load-carrying bridge weathering steel Q345qDNH fillet welded joints
|
Su, Han
|
|
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26 |
C |
p. 859-869
|
artikel
|
| 34 |
Finite element modelling and theoretical predictions of FRP-reinforced concrete columns confined with various FRP-tubes
|
Raza, Ali
|
|
|
26 |
C |
p. 626-638
|
artikel
|
| 35 |
Finite element study of the stiffening effects on torsional capacity of perforated stainless steel slender semi-elliptical hollow section members
|
Devi, Sanasam Vipej
|
|
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26 |
C |
p. 66-78
|
artikel
|
| 36 |
Full-scale collapse testing of a steel stiffened plate structure under cyclic axial-compressive loading
|
Paik, Jeom Kee
|
|
|
26 |
C |
p. 996-1009
|
artikel
|
| 37 |
Further insights into moving load problem on inclined beam based on semi-analytical solution
|
Yang, D.S.
|
|
|
26 |
C |
p. 247-256
|
artikel
|
| 38 |
Fuzzy static finite element analysis for functionally graded structures with semi-rigid connections
|
Pham, Hoang-Anh
|
|
|
26 |
C |
p. 639-650
|
artikel
|
| 39 |
High-rise modular buildings with innovative precast concrete shear walls as a lateral force resisting system
|
Wang, Zhen
|
|
|
26 |
C |
p. 39-53
|
artikel
|
| 40 |
Human-structure interaction experiments to determine the dynamic properties of the standing human body in vertical vibration
|
Hashim, Raad
|
|
|
26 |
C |
p. 934-946
|
artikel
|
| 41 |
Impact of time after fire on post-fire seismic behavior of RC columns
|
Demir, Ugur
|
|
|
26 |
C |
p. 537-548
|
artikel
|
| 42 |
Influence factors analysis of the interfacial bond behavior between GFRP plates, concrete
|
Zhang, Pu
|
|
|
26 |
C |
p. 79-91
|
artikel
|
| 43 |
Life cycle assessment of alternative building floor rehabilitation systems
|
Demertzi, M.
|
|
|
26 |
C |
p. 237-246
|
artikel
|
| 44 |
Linear static procedures for the seismic assessment of masonry buildings: Open issues in the new generation of European codes
|
Lagomarsino, Sergio
|
|
|
26 |
C |
p. 427-440
|
artikel
|
| 45 |
Macro-element modelling of a dissipative connection for CLT structures
|
Marchi, Luca
|
|
|
26 |
C |
p. 582-600
|
artikel
|
| 46 |
Mechanical behavior of self-stressing Steel Slag Aggregate Concrete Filled Steel Tubular short columns with different loading modes
|
Yu, Feng
|
|
|
26 |
C |
p. 947-957
|
artikel
|
| 47 |
Modeling approach and analysis time comparison of single-link flexible steel- and epoxy-glass/carbon-fiber composite manipulators
|
Yavuz, Şahin
|
|
|
26 |
C |
p. 396-405
|
artikel
|
| 48 |
Nonlinear seismic soil-structure interaction analysis of nuclear reactor building considering the effect of earthquake frequency content
|
Van Nguyen, Dong
|
|
|
26 |
C |
p. 901-914
|
artikel
|
| 49 |
Numerical investigation of stress concentration factor induced by multiple scenarios of adjacent corrosion pits
|
Wang, Guodong
|
|
|
26 |
C |
p. 572-581
|
artikel
|
| 50 |
Numerical parametric investigation of hysteretic behavior of steel-reinforced elastomeric bearings under large shear deformation
|
Khaloo, Alireza
|
|
|
26 |
C |
p. 456-470
|
artikel
|
| 51 |
Numerical study of the behavior of bolted shear connectors in composite slabs with steel deck
|
Arezoomand Langarudi, P.
|
|
|
26 |
C |
p. 501-515
|
artikel
|
| 52 |
Optimal design method for 3-DOF planar compliant mechanisms based on mapping matrix constraints
|
Zhan, Wanghu
|
|
|
26 |
C |
p. 1-5
|
artikel
|
| 53 |
Performance evaluation of innovative composite pedestrian bridge
|
Ali, Saima
|
|
|
26 |
C |
p. 845-858
|
artikel
|
| 54 |
Prediction for key damaged parts in steel bridge decks based on the stress influence area
|
Yao, Yue
|
|
|
26 |
C |
p. 745-754
|
artikel
|
| 55 |
Predictions of moment and deflection capacities of RC shear walls by different analytical models
|
Marzok, A.
|
|
|
26 |
C |
p. 105-127
|
artikel
|
| 56 |
Punching shear behaviour of concrete slabs reinforced with CFRP grids
|
Huang, Zhen
|
|
|
26 |
C |
p. 617-625
|
artikel
|
| 57 |
Punching shear strengthening of flat slabs with EBROG and EBRIG – FRP strips
|
Amiri, Somayeh
|
|
|
26 |
C |
p. 139-155
|
artikel
|
| 58 |
Reassesment of lateral torsional buckling in hot-holled I-beams
|
Rossi, Alexandre
|
|
|
26 |
C |
p. 524-536
|
artikel
|
| 59 |
Refined softened-truss model with efficient solution procedure for reinforced concrete members under torsion combined with bending
|
Bernardo, L.F.A.
|
|
|
26 |
C |
p. 651-669
|
artikel
|
| 60 |
Rotation construction of heavy swivel arch bridge for high-speed railway
|
Feng, Yu
|
|
|
26 |
C |
p. 755-764
|
artikel
|
| 61 |
Seismic performance evaluation of deficient steel moment-resisting frames retrofitted by vertical link elements
|
Mohsenian, Vahid
|
|
|
26 |
C |
p. 724-736
|
artikel
|
| 62 |
Seismic performance improvement of conventional timber brace using re-centring friction connection
|
Mohamad Mahdi Yousef-beik, Seyed
|
|
|
26 |
C |
p. 958-968
|
artikel
|
| 63 |
Seismic performance of shape memory alloy reinforced concrete moment frames under sequential seismic hazard
|
Abraik, Emad
|
|
|
26 |
C |
p. 311-326
|
artikel
|
| 64 |
Shear thickening fluid damper and its application to vibration mitigation of stay cable
|
Lin, Kun
|
|
|
26 |
C |
p. 214-223
|
artikel
|
| 65 |
Static and dynamic stability analysis of a steel-rubber isolator with rubber cores
|
Rahnavard, Rohola
|
|
|
26 |
C |
p. 441-455
|
artikel
|
| 66 |
Steady-state response of rectangular plate with four free edges supported at internal points
|
Cao, Liang
|
|
|
26 |
C |
p. 417-426
|
artikel
|
| 67 |
Structural performance of jointed reinforced concrete pavement slab with subbase erosion
|
Elkholy, Said
|
|
|
26 |
C |
p. 982-995
|
artikel
|
| 68 |
Structural response of metal sheets under combined shear and tension
|
Kumar, Amit
|
|
|
26 |
C |
p. 915-933
|
artikel
|
| 69 |
Structure-MR damper reliability analysis using weighted uniform simulation method
|
Bagherkhani, Ali
|
|
|
26 |
C |
p. 284-297
|
artikel
|
| 70 |
Study on the interface damage of CRTS Ⅱ slab track under temperature load
|
Li, Yang
|
|
|
26 |
C |
p. 224-236
|
artikel
|
| 71 |
System-level seismic resilience assessment of reinforced masonry shear wall buildings with masonry boundary elements
|
Hosseinzadeh, Shadman
|
|
|
26 |
C |
p. 686-702
|
artikel
|
| 72 |
The development of a multi-level unseating prevention device (MLUPD) for bridges
|
Hamzah, Mustafa Kareem
|
|
|
26 |
C |
p. 814-844
|
artikel
|
| 73 |
The effect of high-performance fiber-reinforced cementitious composites on the lateral behavior of reinforced concrete frames without seismic details
|
Saghafi, Mohammad Hossein
|
|
|
26 |
C |
p. 801-813
|
artikel
|
| 74 |
The gravity load simulator – Re-visited
|
Wang, P.
|
|
|
26 |
C |
p. 204-213
|
artikel
|
| 75 |
Torsional irregularity indices for the seismic demand assessment of RC moment resisting frame buildings
|
Bhasker, Rohan
|
|
|
26 |
C |
p. 888-900
|
artikel
|
| 76 |
Towards a structural efficiency classification system
|
Mena, Quisco
|
|
|
26 |
C |
p. 298-310
|
artikel
|
| 77 |
Universal equivalent static wind loads of fluctuating wind loads on large-span roofs based on compensation of structural frequencies and modes
|
Sun, Wuyi
|
|
|
26 |
C |
p. 92-104
|
artikel
|
| 78 |
Vibration and damping analysis of doubly curved viscoelastic-FGM sandwich shell structures using FOSDT
|
Sahu, Nishant Kumar
|
|
|
26 |
C |
p. 24-38
|
artikel
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