| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An algorithmic framework for reconstruction of time-delayed and incomplete binary signals from an energy-lean structural health monitoring system
|
Salehi, Hadi
|
|
|
180 |
C |
p. 603-620
|
artikel
|
| 2 |
Analysis of post-necking behavior in structural steels using a one-dimensional nonlocal model
|
Zhu, Yazhi
|
|
|
180 |
C |
p. 321-331
|
artikel
|
| 3 |
A new method for locating and quantifying damage in beams from static deflection changes
|
Le, N.T.
|
|
|
180 |
C |
p. 779-792
|
artikel
|
| 4 |
An iterative method for exact eigenvalues and eigenvectors of general nonviscously damped structural systems
|
Lin, R.M.
|
|
|
180 |
C |
p. 630-641
|
artikel
|
| 5 |
A novel method for determining the spatial responses of a cable-stayed bridge with four cable-planes
|
Yuan, Peng
|
|
|
180 |
C |
p. 223-233
|
artikel
|
| 6 |
A proposed model for nonlinear analysis of RC beam-column joints under seismic loading
|
Zhao, Wentong
|
|
|
180 |
C |
p. 829-843
|
artikel
|
| 7 |
A thermodynamics-based damage-plasticity model for bond stress-slip relationship of steel reinforcement embedded in fiber reinforced concrete
|
Huang, Le
|
|
|
180 |
C |
p. 762-778
|
artikel
|
| 8 |
Bending experiment on a novel configuration of cold-formed U-shaped steel-concrete composite beams
|
Zhou, Xuhong
|
|
|
180 |
C |
p. 124-133
|
artikel
|
| 9 |
Compressive behavior of hybrid double-skin tubular columns with ultra-high performance fiber-reinforced concrete (UHPFRC)
|
Wang, Weiqiang
|
|
|
180 |
C |
p. 419-441
|
artikel
|
| 10 |
Computational analysis of thermal and structural failure criteria of a multi-storey steel frame exposed to fire
|
Rackauskaite, Egle
|
|
|
180 |
C |
p. 524-543
|
artikel
|
| 11 |
Dynamic interaction analysis of the high-speed maglev vehicle/guideway system based on a field measurement and model updating method
|
Zhang, Long
|
|
|
180 |
C |
p. 1-17
|
artikel
|
| 12 |
Earthquake response of continuous girder bridge for high-speed railway: A shaking table test study
|
Jiang, Lizhong
|
|
|
180 |
C |
p. 249-263
|
artikel
|
| 13 |
Editorial Board
|
|
|
|
180 |
C |
p. ii
|
artikel
|
| 14 |
Effect of non-structural masonry brick infill walls on the robustness of a RC framed building severely damaged due to a landslide
|
Barros, Mariana
|
|
|
180 |
C |
p. 274-283
|
artikel
|
| 15 |
Estimation of mode shapes of beam-like structures by a moving lumped mass
|
Zhang, Yao
|
|
|
180 |
C |
p. 654-668
|
artikel
|
| 16 |
Evaluation of seismic dynamic behaviour of drywall partitions, façades and ceilings through shake table testing
|
Fiorino, Luigi
|
|
|
180 |
C |
p. 103-123
|
artikel
|
| 17 |
Experimental and numerical study on an innovative sandwich system utilizing UPFRC in bridge applications
|
Farzad, Mahsa
|
|
|
180 |
C |
p. 349-356
|
artikel
|
| 18 |
Experimental assessment of the cyclic behaviour of concrete-filled steel tubular beam-columns with octagonal sections
|
Chen, Junbo
|
|
|
180 |
C |
p. 544-560
|
artikel
|
| 19 |
Experimental results of mechanical, adhesive, and laminated connections for laminated glass elements – A review
|
Centelles, Xavier
|
|
|
180 |
C |
p. 192-204
|
artikel
|
| 20 |
Experimental study on assembled monolithic steel-concrete composite beam in positive moment
|
Wang, Yu-Hang
|
|
|
180 |
C |
p. 494-509
|
artikel
|
| 21 |
Experimental study on cyclic behavior of composite beam with corrugated steel web considering different shear-span ratio
|
Wang, Sihao
|
|
|
180 |
C |
p. 669-684
|
artikel
|
| 22 |
Experimental study on the progressive collapse behaviour of RC flat plate substructures subjected to corner column removal scenarios
|
Ma, Fuhao
|
|
|
180 |
C |
p. 728-741
|
artikel
|
| 23 |
Experimental study on the seismic mechanism of a full-scale traditional Chinese timber structure
|
Meng, Xianjie
|
|
|
180 |
C |
p. 484-493
|
artikel
|
| 24 |
Flat slab strengthening techniques against punching-shear
|
Lapi, Massimo
|
|
|
180 |
C |
p. 160-180
|
artikel
|
| 25 |
Flexural behavior of precast insulated sandwich wall panels: Full-scale tests and design implications
|
Hou, Hetao
|
|
|
180 |
C |
p. 750-761
|
artikel
|
| 26 |
Flexural fatigue behavior of large-scale beams strengthened with side near surface mounted (SNSM) CFRP strips
|
Zhu, Zewen
|
|
|
180 |
C |
p. 134-147
|
artikel
|
| 27 |
Impact assessment of a wind turbine blade root during an offshore mating process
|
Verma, Amrit Shankar
|
|
|
180 |
C |
p. 205-222
|
artikel
|
| 28 |
Inelastic cyclic behaviour of RC members incorporating threaded reinforcement couplers
|
Bompa, D.V.
|
|
|
180 |
C |
p. 468-483
|
artikel
|
| 29 |
Investigation of tensile behavior and influence factors of composite-to-metal 2D-scarf bonded joint
|
Zhang, Qian
|
|
|
180 |
C |
p. 284-294
|
artikel
|
| 30 |
Lateral load-carrying capacity of hemp concrete as a natural infill material in timber frame walls
|
Wadi, H.
|
|
|
180 |
C |
p. 264-273
|
artikel
|
| 31 |
Major axis steel joint under torsion: Stiffness and strength characterization
|
Gil, Beatriz
|
|
|
180 |
C |
p. 586-602
|
artikel
|
| 32 |
Metal 3D printing in construction: A review of methods, research, applications, opportunities and challenges
|
Buchanan, C.
|
|
|
180 |
C |
p. 332-348
|
artikel
|
| 33 |
Microstructure and mechanical property evolution of CFRP/Al electromagnetic riveted lap joint in a severe condition
|
Jiang, Hao
|
|
|
180 |
C |
p. 181-191
|
artikel
|
| 34 |
Modeling wind turbine blades by geometrically-exact beam and shell elements: A comparative approach
|
Faccio Júnior, Celso Jaco
|
|
|
180 |
C |
p. 357-378
|
artikel
|
| 35 |
Modelling unbonded prestressing tendons in self-centering connections through improved sliding cable elements
|
Gao, Wenjun
|
|
|
180 |
C |
p. 809-828
|
artikel
|
| 36 |
Modified response spectrum analysis to compute shear force in tall RC shear wall buildings
|
Khy, Kimleng
|
|
|
180 |
C |
p. 295-309
|
artikel
|
| 37 |
Numerical analysis of axially loaded rectangular concrete-filled steel tubular short columns at elevated temperatures
|
Kamil, Ghanim Mohammed
|
|
|
180 |
C |
p. 89-102
|
artikel
|
| 38 |
Numerical insights on the seismic risk of confined masonry towers
|
Bartoli, Gianni
|
|
|
180 |
C |
p. 713-727
|
artikel
|
| 39 |
Numerical study of hybrid GFRP-steel reinforced concrete shear walls and SFRC walls
|
Ghazizadeh, Sina
|
|
|
180 |
C |
p. 700-712
|
artikel
|
| 40 |
Numerical study on the flexural behaviour of slim-floor beams with hollow core slabs at elevated temperature
|
Albero, V.
|
|
|
180 |
C |
p. 561-573
|
artikel
|
| 41 |
Optimum design of a cable-stayed steel footbridge with three dimensional modelling and control devices
|
Ferreira, Fernando
|
|
|
180 |
C |
p. 510-523
|
artikel
|
| 42 |
Parameter identification of wind-induced buffeting loads and onset criteria for dry-cable galloping of yawed/inclined cables
|
Jafari, Mohammad
|
|
|
180 |
C |
p. 685-699
|
artikel
|
| 43 |
Parametric study on the non-contact splices at drilled shaft to bridge column interface based on multiscale modeling approach
|
Chen, Hongbing
|
|
|
180 |
C |
p. 400-418
|
artikel
|
| 44 |
Prediction and optimization of stress distribution in bonded anchors for CFRP tendons
|
Xie, Gui-hua
|
|
|
180 |
C |
p. 50-66
|
artikel
|
| 45 |
Probabilistic models of abutment backfills for regional seismic assessment of highway bridges in California
|
Xie, Yazhou
|
|
|
180 |
C |
p. 452-467
|
artikel
|
| 46 |
Reliability evaluation of continuous beam structures using data concerning the displacement of points in a small region
|
Kawano, Alexandre
|
|
|
180 |
C |
p. 379-387
|
artikel
|
| 47 |
Research and practice on masonry cross vaults – A review
|
Bertolesi, Elisa
|
|
|
180 |
C |
p. 67-88
|
artikel
|
| 48 |
Reversible ground motion-to-intensity conversion equations based on the EMS-98 scale
|
Zanini, Mariano Angelo
|
|
|
180 |
C |
p. 310-320
|
artikel
|
| 49 |
Ropeway roller batteries dynamics: Modeling, identification, and full-scale validation
|
Arena, Andrea
|
|
|
180 |
C |
p. 793-808
|
artikel
|
| 50 |
Scanning the modal coupling of slender suspension footbridges by a virtual moving vehicle
|
Yang, Y.B.
|
|
|
180 |
C |
p. 574-585
|
artikel
|
| 51 |
Seismic accelerations in architectural precast concrete cladding
|
Pantoli, Elide
|
|
|
180 |
C |
p. 742-749
|
artikel
|
| 52 |
Seismic behavior of long-span concrete-filled steel tubular arch bridge subjected to near-fault fling-step motions
|
Xin, Lifeng
|
|
|
180 |
C |
p. 148-159
|
artikel
|
| 53 |
Seismic response mitigation of a wind turbine tower using a tuned parallel inerter mass system
|
Zhang, Ruifu
|
|
|
180 |
C |
p. 29-39
|
artikel
|
| 54 |
Shear strengthening of concrete members with unbonded transverse reinforcement
|
Fiset, Mathieu
|
|
|
180 |
C |
p. 40-49
|
artikel
|
| 55 |
Strength efficiency evaluation of cemented tailings backfill with different stratified structures
|
Xu, Wenbin
|
|
|
180 |
C |
p. 18-28
|
artikel
|
| 56 |
Structural health monitoring of concrete dams using long-term air temperature for thermal effect simulation
|
Kang, Fei
|
|
|
180 |
C |
p. 642-653
|
artikel
|
| 57 |
Three-dimensional analytical model for the pull-out response of anchor-mortar-concrete anchorage system based on interfacial bond failure
|
Wang, Yan-Jie
|
|
|
180 |
C |
p. 234-248
|
artikel
|
| 58 |
Torsion of prismatic I-beams with partially restrained warping at the end supports: Bending analogy method
|
Montoya-Vargas, S.
|
|
|
180 |
C |
p. 621-629
|
artikel
|
| 59 |
Transverse fatigue behaviour of steel-UHPC composite deck with large-size U-ribs
|
Liu, Yiming
|
|
|
180 |
C |
p. 388-399
|
artikel
|
| 60 |
Yielding and lateral torsional buckling limit states for butterfly-shaped shear links
|
Farzampour, Alireza
|
|
|
180 |
C |
p. 442-451
|
artikel
|
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