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 |