nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A coupled biomechanical/discrete element crowd model of crowd–bridge dynamic interaction and application to the Clifton Suspension Bridge
|
Carroll, S.P. |
|
2013 |
49 |
C |
p. 58-75 18 p. |
artikel |
2 |
A fracture mechanics model to describe the buckling behavior of lightly reinforced concrete columns
|
Carmona, J.R. |
|
2013 |
49 |
C |
p. 588-599 12 p. |
artikel |
3 |
A macro-element based practical model for seismic analysis of steel–concrete composite high-rise buildings
|
Zhou, Xiangming |
|
2013 |
49 |
C |
p. 91-103 13 p. |
artikel |
4 |
A numerical element for vehicle–bridge interaction analysis of vehicles experiencing sudden deceleration
|
Azimi, Hossein |
|
2013 |
49 |
C |
p. 792-805 14 p. |
artikel |
5 |
A parametric study of curved incrementally launched bridges
|
Granata, Michele Fabio |
|
2013 |
49 |
C |
p. 373-384 12 p. |
artikel |
6 |
A simplified method to predict the ultimate shear stress of reinforced concrete membrane elements
|
Miguel, Pedro F. |
|
2013 |
49 |
C |
p. 329-344 16 p. |
artikel |
7 |
Assessment of residual ultimate strength for wide dented stiffened panels subjected to compressive loads
|
Xu, Ming Cai |
|
2013 |
49 |
C |
p. 316-328 13 p. |
artikel |
8 |
Asymptotic Sampling for reliability analysis of adhesive bonded stepped lap composite joints
|
Kimiaeifar, A. |
|
2013 |
49 |
C |
p. 655-663 9 p. |
artikel |
9 |
A unified formulation for circle and polygon concrete-filled steel tube columns under axial compression
|
Yu, Min |
|
2013 |
49 |
C |
p. 1-10 10 p. |
artikel |
10 |
Behavior and modeling of superelastic shape memory alloy reinforced concrete beams
|
Abdulridha, Alaa |
|
2013 |
49 |
C |
p. 893-904 12 p. |
artikel |
11 |
Behavior of reinforced concrete haunched beams subjected to cyclic shear loading
|
Archundia-Aranda, Hans I. |
|
2013 |
49 |
C |
p. 27-42 16 p. |
artikel |
12 |
Behaviour of both mechanically connected and bonded steel–concrete composite beams
|
Souici, A. |
|
2013 |
49 |
C |
p. 11-23 13 p. |
artikel |
13 |
Buckling analysis of braced and unbraced steel frames exposed to fire
|
Couto, Carlos |
|
2013 |
49 |
C |
p. 541-559 19 p. |
artikel |
14 |
Buckling capacity of welded stainless steel flanges by finite element analysis
|
Yabuki, Tetsuya |
|
2013 |
49 |
C |
p. 831-839 9 p. |
artikel |
15 |
Built in dampers for stayed cables in bridges via SMA. The SMARTeR-ESF project: A mesoscopic and macroscopic experimental analysis with numerical simulations
|
Torra, V. |
|
2013 |
49 |
C |
p. 43-57 15 p. |
artikel |
16 |
Comparative seismic vulnerability analysis on ten masonry towers in the coastal Po Valley in Italy
|
Casolo, Siro |
|
2013 |
49 |
C |
p. 465-490 26 p. |
artikel |
17 |
Damage-based RC beam element for nonlinear structural analysis
|
Santoro, Maria Grazia |
|
2013 |
49 |
C |
p. 733-742 10 p. |
artikel |
18 |
Damage tolerance and residual strength of hybrid FRP–UHPC beam
|
Chen, Donna |
|
2013 |
49 |
C |
p. 275-283 9 p. |
artikel |
19 |
Damping assessment of light wooden assembly with and without damping material
|
Bolmsvik, Åsa |
|
2013 |
49 |
C |
p. 434-447 14 p. |
artikel |
20 |
Design of shot nailed steel sheeting connection at ambient and elevated temperatures
|
Lu, Wei |
|
2013 |
49 |
C |
p. 963-972 10 p. |
artikel |
21 |
2D mesoscopic modelling of bar–concrete bond
|
Daoud, Atef |
|
2013 |
49 |
C |
p. 696-706 11 p. |
artikel |
22 |
Editorial Board
|
|
|
2013 |
49 |
C |
p. IFC- 1 p. |
artikel |
23 |
Effect of corrosion severity on the ultimate strength of a steel box girder
|
Saad-Eldeen, S. |
|
2013 |
49 |
C |
p. 560-571 12 p. |
artikel |
24 |
Evaluation of quasi-isolated seismic bridge behavior using nonlinear bearing models
|
Filipov, Evgueni T. |
|
2013 |
49 |
C |
p. 168-181 14 p. |
artikel |
25 |
Evaluation of strand bond properties along the transfer length of prestressed lightweight concrete members
|
Vázquez-Herrero, Cristina |
|
2013 |
49 |
C |
p. 1048-1058 11 p. |
artikel |
26 |
Experimental behaviour of a novel anchored blind-bolt in tension
|
Pitrakkos, Theodoros |
|
2013 |
49 |
C |
p. 905-919 15 p. |
artikel |
27 |
Experimental investigation of load distribution in a composite girder bridge at elastic versus inelastic states
|
Razaqpur, A. Ghani |
|
2013 |
49 |
C |
p. 707-718 12 p. |
artikel |
28 |
Experimental investigation of the load–displacement behaviour under catenary action in a restrained reinforced concrete slab strip
|
Gouverneur, Dirk |
|
2013 |
49 |
C |
p. 1007-1016 10 p. |
artikel |
29 |
Experimental studies of the shear behavior and strength of LiteSteel beams with stiffened web openings
|
Mahendran, Mahen |
|
2013 |
49 |
C |
p. 840-854 15 p. |
artikel |
30 |
Experimental studies on nonlinear seismic control of a steel–concrete hybrid structure using MR dampers
|
Li, Zhong-Xian |
|
2013 |
49 |
C |
p. 248-263 16 p. |
artikel |
31 |
Experimental study on H-shaped steel beam-columns with large width-thickness ratios under cyclic bending about weak-axis
|
Cheng, Xin |
|
2013 |
49 |
C |
p. 264-274 11 p. |
artikel |
32 |
Experiments on reverse-channel connections at elevated temperatures
|
Huang, Shan-Shan |
|
2013 |
49 |
C |
p. 973-982 10 p. |
artikel |
33 |
Field testing and finite element analysis of steel bridge retrofits for distortion-induced fatigue
|
Shifferaw, Yared |
|
2013 |
49 |
C |
p. 385-395 11 p. |
artikel |
34 |
Finite element modelling of moisture related and visco-elastic deformations in inhomogeneous timber beams
|
Ormarsson, Sigurdur |
|
2013 |
49 |
C |
p. 182-189 8 p. |
artikel |
35 |
Flexural and shear capacity of composite steel truss and concrete beams with inferior precast concrete base
|
Tesser, Leopoldo |
|
2013 |
49 |
C |
p. 135-145 11 p. |
artikel |
36 |
Flexural behaviour of glass panels under dead load and uniform lateral pressure
|
Campione, Giuseppe |
|
2013 |
49 |
C |
p. 664-670 7 p. |
artikel |
37 |
FRP-confined concrete in circular sections: Review and assessment of stress–strain models
|
Ozbakkaloglu, Togay |
|
2013 |
49 |
C |
p. 1068-1088 21 p. |
artikel |
38 |
Global stability design method of buckling-restrained braces considering end bending moment transfer: Discussion on pinned connections with collars
|
Zhao, Junxian |
|
2013 |
49 |
C |
p. 947-962 16 p. |
artikel |
39 |
Hybrid shear strengthening system for reinforced concrete beams: An experimental study
|
Ebead, Usama |
|
2013 |
49 |
C |
p. 421-433 13 p. |
artikel |
40 |
Influence of stirrup detailing on punching shear strength of flat slabs
|
Pérez Caldentey, Alejandro |
|
2013 |
49 |
C |
p. 855-865 11 p. |
artikel |
41 |
Modal analysis of the FGM beams with effect of axial force under longitudinal variable elastic Winkler foundation
|
Murin, J. |
|
2013 |
49 |
C |
p. 234-247 14 p. |
artikel |
42 |
Modal identification of a jacket-type offshore structure using dynamic tilt responses and investigation of tidal effects on modal properties
|
Yi, Jin-Hak |
|
2013 |
49 |
C |
p. 767-781 15 p. |
artikel |
43 |
Modelling the failure of thin layered mortar joints in masonry
|
Nazir, Shahid |
|
2013 |
49 |
C |
p. 615-627 13 p. |
artikel |
44 |
Moment transfer and influence of transverse beams in interior waffle flat plate–column connections under lateral loading
|
Benavent-Climent, A. |
|
2013 |
49 |
C |
p. 146-155 10 p. |
artikel |
45 |
Multi-criteria optimization and seismic performance assessment of carbon FRP-based elastomeric isolator
|
Hedayati Dezfuli, F. |
|
2013 |
49 |
C |
p. 525-540 16 p. |
artikel |
46 |
Multi-objective optimization of laser-welded steel sandwich panels for static loads using a genetic algorithm
|
Poirier, Jeffrey D. |
|
2013 |
49 |
C |
p. 508-524 17 p. |
artikel |
47 |
Multiphase layout optimization for fiber reinforced composites considering a damage model
|
Kato, Junji |
|
2013 |
49 |
C |
p. 202-220 19 p. |
artikel |
48 |
Nonlinear dynamic behavior of steel framed roof structure with self-centering members under extreme transient wind load
|
Bai, Linjia |
|
2013 |
49 |
C |
p. 819-830 12 p. |
artikel |
49 |
Non-linear numerical analysis of plywood board timber connections by DOE-FEM and full-scale experimental validation
|
del Coz Díaz, J.J. |
|
2013 |
49 |
C |
p. 76-90 15 p. |
artikel |
50 |
Numerical analysis of fibre reinforced polymer retrofitted masonry panels
|
Luccioni, Bibiana |
|
2013 |
49 |
C |
p. 360-372 13 p. |
artikel |
51 |
Numerical study of stainless steel gusset plate connections
|
Salih, E.L. |
|
2013 |
49 |
C |
p. 448-464 17 p. |
artikel |
52 |
Numerical study towards the use of a SH wave ultrasonic-based strategy for crack detection in concrete structures
|
Godinho, L. |
|
2013 |
49 |
C |
p. 782-791 10 p. |
artikel |
53 |
On the elasto-plastic behavior of continuous steel beams reinforced by bonded CFRP lamina
|
Bocciarelli, Massimiliano |
|
2013 |
49 |
C |
p. 756-766 11 p. |
artikel |
54 |
Optimization of stay cables in cable-stayed bridges using finite element, genetic algorithm, and B-spline combined technique
|
Hassan, M.M. |
|
2013 |
49 |
C |
p. 643-654 12 p. |
artikel |
55 |
Panel zone modelling of Flanged Cruciform Columns: An analytical and numerical approach
|
Motallebi Nasrabadi, Mohammad |
|
2013 |
49 |
C |
p. 491-507 17 p. |
artikel |
56 |
Parsimonious modeling of hysteretic structural response in earthquake engineering: Calibration/validation and implementation in probabilistic risk assessment
|
Gidaris, Ioannis |
|
2013 |
49 |
C |
p. 1017-1033 17 p. |
artikel |
57 |
Partial-interaction time dependent behaviour of reinforced concrete beams
|
Visintin, P. |
|
2013 |
49 |
C |
p. 408-420 13 p. |
artikel |
58 |
Pendulum type liquid column damper (PLCD) for controlling vibrations of a structure – Theoretical and experimental study
|
Sarkar, Arunjyoti |
|
2013 |
49 |
C |
p. 221-233 13 p. |
artikel |
59 |
Performance assessment of corroding RC beams using response surface methodology
|
Kallias, A.N. |
|
2013 |
49 |
C |
p. 671-685 15 p. |
artikel |
60 |
Performance of fiber beam–column elements in the seismic analysis of a lightly reinforced shear wall
|
Martinelli, Luca |
|
2013 |
49 |
C |
p. 345-359 15 p. |
artikel |
61 |
Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion
|
Bernardo, L.F.A. |
|
2013 |
49 |
C |
p. 190-201 12 p. |
artikel |
62 |
Principles of a component-based connection element for the analysis of steel frames in fire
|
Block, F.M. |
|
2013 |
49 |
C |
p. 1059-1067 9 p. |
artikel |
63 |
Probabilistic optimum inspection planning of steel bridges with multiple fatigue sensitive details
|
Soliman, Mohamed |
|
2013 |
49 |
C |
p. 996-1006 11 p. |
artikel |
64 |
Rehabilitation of defected RC stepped beams using CFRP
|
Afefy, Hamdy Mohy El-Din |
|
2013 |
49 |
C |
p. 295-305 11 p. |
artikel |
65 |
Reliability based bridging of the gap between system’s safety factors associated with different failure modes
|
Verhaeghe, W. |
|
2013 |
49 |
C |
p. 606-614 9 p. |
artikel |
66 |
Reproduction of lateral ground reaction forces from visual marker data and analysis of balance response while walking on a laterally oscillating deck
|
Carroll, S.P. |
|
2013 |
49 |
C |
p. 1034-1047 14 p. |
artikel |
67 |
Seismic analysis of a long tunnel based on multi-scale method
|
Yu, Haitao |
|
2013 |
49 |
C |
p. 572-587 16 p. |
artikel |
68 |
Seismic assessment of concentric X-braced steel frames
|
Grande, Ernesto |
|
2013 |
49 |
C |
p. 983-995 13 p. |
artikel |
69 |
Seismic performance assessment of highway bridges equipped with superelastic shape memory alloy-based laminated rubber isolation bearing
|
Rahman Bhuiyan, A. |
|
2013 |
49 |
C |
p. 396-407 12 p. |
artikel |
70 |
Seismic response of current RC buildings in Nepal: A comparative analysis of different design/construction
|
Chaulagain, H. |
|
2013 |
49 |
C |
p. 284-294 11 p. |
artikel |
71 |
Seismic response of extended end plate joints to concrete-filled steel tubular columns
|
Wang, Jingfeng |
|
2013 |
49 |
C |
p. 876-892 17 p. |
artikel |
72 |
Serviceability design of reinforced concrete members – Closed form solution
|
Barros, Helena |
|
2013 |
49 |
C |
p. 600-605 6 p. |
artikel |
73 |
Shear effect on cruciform post-buckling
|
Trahair, N.S. |
|
2013 |
49 |
C |
p. 24-26 3 p. |
artikel |
74 |
Simplified energy-based robustness assessment for steel-composite car parks under vehicle fire
|
Fang, C. |
|
2013 |
49 |
C |
p. 719-732 14 p. |
artikel |
75 |
Steel fibrous RC beams subjected to cyclic deformations under predominant shear
|
Chalioris, Constantin E. |
|
2013 |
49 |
C |
p. 104-118 15 p. |
artikel |
76 |
Strength and serviceability of continuous composite slabs with deep trapezoidal steel decking and steel fibre reinforced concrete
|
Abas, F.M. |
|
2013 |
49 |
C |
p. 866-875 10 p. |
artikel |
77 |
Strengthening of RC walls using externally bonding of steel strips
|
Altin, Sinan |
|
2013 |
49 |
C |
p. 686-695 10 p. |
artikel |
78 |
Stress–strain model for concrete in FRP-confined steel tubular columns
|
Teng, J.G. |
|
2013 |
49 |
C |
p. 156-167 12 p. |
artikel |
79 |
Structural assessment of a modern heritage building
|
Sorace, Stefano |
|
2013 |
49 |
C |
p. 743-755 13 p. |
artikel |
80 |
Tests on two 18-years-old prestressed thin walled roof elements
|
Carbonari, Sandro |
|
2013 |
49 |
C |
p. 936-946 11 p. |
artikel |
81 |
The numerical analysis of FGM shells with enhanced finite elements
|
Kugler, St. |
|
2013 |
49 |
C |
p. 920-935 16 p. |
artikel |
82 |
Theoretical models to predict the flexural failure of reinforced concrete beams under blast loads
|
Carta, G. |
|
2013 |
49 |
C |
p. 306-315 10 p. |
artikel |
83 |
The response of axially restrained non-composite steel–concrete–steel sandwich panels due to large impact loading
|
Remennikov, Alex M. |
|
2013 |
49 |
C |
p. 806-818 13 p. |
artikel |
84 |
Uncertainties in long-period ground motion and its impact on building structural design: Case study of the 2011 Tohoku (Japan) earthquake
|
Takewaki, Izuru |
|
2013 |
49 |
C |
p. 119-134 16 p. |
artikel |
85 |
UPT rectangular and flanged shear walls of high-strength CASIEL-TLM masonry: Experimental and numerical push-over analysis
|
van der Meer, L.J. |
|
2013 |
49 |
C |
p. 628-642 15 p. |
artikel |