nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A formulation to reduce mesh dependency in FE analyses of RC structures under imposed deformations
|
Sousa, Carlos |
|
2017 |
132 |
C |
p. 443-455 |
artikel |
2 |
Analysis of reinforced concrete beams strengthened using concrete jackets
|
Alhadid, M. Monir A. |
|
2017 |
132 |
C |
p. 172-187 |
artikel |
3 |
Analytical solution for free vibrations of rotating cylindrical shells having free boundary conditions
|
Alujević, N. |
|
2017 |
132 |
C |
p. 152-171 |
artikel |
4 |
An innovative numerical modeling strategy for the structural analysis of historical monumental buildings
|
Castellazzi, Giovanni |
|
2017 |
132 |
C |
p. 229-248 |
artikel |
5 |
Bayesian operational modal analysis and Markov chain Monte Carlo-based model updating of a factory building
|
Lam, Heung-Fai |
|
2017 |
132 |
C |
p. 314-336 |
artikel |
6 |
Behavior of two new moment resisting precast beam to column connections subjected to lateral loading
|
Bahrami, Saeed |
|
2017 |
132 |
C |
p. 808-821 |
artikel |
7 |
Bending tests on timber-concrete composite members made of beech laminated veneer lumber with notched connection
|
Boccadoro, Lorenzo |
|
2017 |
132 |
C |
p. 14-28 |
artikel |
8 |
Buckling behavior of CFRP-aluminum alloy hybrid tubes in axial compression
|
Feng, Peng |
|
2017 |
132 |
C |
p. 624-636 |
artikel |
9 |
Comprehensive investigation on the cause of a critical crack found in a diagonal member of a steel truss bridge
|
Wang, Q. |
|
2017 |
132 |
C |
p. 659-670 |
artikel |
10 |
Compression behavior of confined concrete masonry boundary elements
|
Obaidat, Ala' T. |
|
2017 |
132 |
C |
p. 562-575 |
artikel |
11 |
Compressive behavior of FRP-confined reinforced concrete columns
|
Eid, Rami |
|
2017 |
132 |
C |
p. 518-530 |
artikel |
12 |
Critical issues in parameter calibration of cyclic models for steel members
|
Chisari, Corrado |
|
2017 |
132 |
C |
p. 123-138 |
artikel |
13 |
Cyclic behavior of in-situ exterior beam-column subassemblies with cold joint in column
|
Roy, Biswajit |
|
2017 |
132 |
C |
p. 822-833 |
artikel |
14 |
Damage evaluation of lightly reinforced concrete walls in moment resisting frames under seismic loading
|
Yuniarsyah, Eko |
|
2017 |
132 |
C |
p. 349-371 |
artikel |
15 |
Design of rigid structures for wind using time series of demand-to-capacity indexes: Application to steel portal frames
|
Habte, Filmon |
|
2017 |
132 |
C |
p. 428-442 |
artikel |
16 |
Design of steel pipe-jacking based on buckling analysis by finite strip method
|
Zhen, Liang |
|
2017 |
132 |
C |
p. 139-151 |
artikel |
17 |
Development of CSMM-based shell element for reinforced concrete structures
|
Luu, C.H. |
|
2017 |
132 |
C |
p. 778-790 |
artikel |
18 |
Dynamic performance of existing double track railway bridges at resonance with the increase of the operational line speed
|
Moliner, E. |
|
2017 |
132 |
C |
p. 98-109 |
artikel |
19 |
Editorial Board
|
|
|
2017 |
132 |
C |
p. IFC |
artikel |
20 |
Experimental and analytical study of galloping of a slender tower
|
Zuo, Delong |
|
2017 |
132 |
C |
p. 44-60 |
artikel |
21 |
Experimental and numerical studies on a composite MR damper considering magnetic saturation effect
|
Zhang, Xiangcheng |
|
2017 |
132 |
C |
p. 576-585 |
artikel |
22 |
Experimental investigation of tri-axial self-centering reinforced concrete frame structures through shaking table tests
|
Cui, Ye |
|
2017 |
132 |
C |
p. 684-694 |
artikel |
23 |
Experimental research on the behaviour of concrete-to-concrete interfaces subjected to a combination of shear and bending moment
|
Cavaco, Eduardo |
|
2017 |
132 |
C |
p. 278-287 |
artikel |
24 |
Experimental study on the influence of hydraulic fracturing on high concrete gravity dams
|
Wang, Yang |
|
2017 |
132 |
C |
p. 508-517 |
artikel |
25 |
Experimental study on the rate-dependency of reinforced concrete structures using slow and real-time hybrid simulations
|
Chae, Yunbyeong |
|
2017 |
132 |
C |
p. 648-658 |
artikel |
26 |
Experiments on prefabricated segmental bridge piers with continuous longitudinal reinforcing bars
|
Shim, Changsu |
|
2017 |
132 |
C |
p. 671-683 |
artikel |
27 |
Incremental dynamic analysis with multi-modes for seismic performance evaluation of RC bridges
|
Chomchuen, Prakit |
|
2017 |
132 |
C |
p. 29-43 |
artikel |
28 |
Innovative composite steel-timber floors with prefabricated modular components
|
Loss, Cristiano |
|
2017 |
132 |
C |
p. 695-713 |
artikel |
29 |
Linear buckling of quadrangular and kagome gridshells: A comparative assessment
|
Mesnil, Romain |
|
2017 |
132 |
C |
p. 337-348 |
artikel |
30 |
Long term simulation of wind-induced fatigue loadings
|
Repetto, Maria Pia |
|
2017 |
132 |
C |
p. 551-561 |
artikel |
31 |
Masonry infill construction and retrofit technique for the infill-frame interaction mitigation: Test results
|
Preti, Marco |
|
2017 |
132 |
C |
p. 597-608 |
artikel |
32 |
Maximizing modal damping in layered structures via multi-objective topology optimization
|
Alfouneh, Mahmoud |
|
2017 |
132 |
C |
p. 637-647 |
artikel |
33 |
Modal behaviors and influencing factors analysis of inflated membrane structures
|
Hu, Yu |
|
2017 |
132 |
C |
p. 413-427 |
artikel |
34 |
New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures
|
Alfarah, B. |
|
2017 |
132 |
C |
p. 70-86 |
artikel |
35 |
New obstruction lighting system for aviation safety
|
Pérez-Ocón, F. |
|
2017 |
132 |
C |
p. 531-539 |
artikel |
36 |
New performance-based seismic design method for structures with structural fuse system
|
Shoeibi, Shahrokh |
|
2017 |
132 |
C |
p. 745-760 |
artikel |
37 |
Numerical modelling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macromodels
|
Asteris, P.G. |
|
2017 |
132 |
C |
p. 110-122 |
artikel |
38 |
Output-only computer vision based damage detection using phase-based optical flow and unscented Kalman filters
|
Cha, Y.-J. |
|
2017 |
132 |
C |
p. 300-313 |
artikel |
39 |
Rectangular steel silos: Finite element predictions of filling wall pressures
|
Goodey, R.J. |
|
2017 |
132 |
C |
p. 61-69 |
artikel |
40 |
Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behaviour
|
Rinaldin, G. |
|
2017 |
132 |
C |
p. 609-623 |
artikel |
41 |
Seismic behavior of coupled column bridge RC piers: Experimental campaign
|
Monteiro, A. |
|
2017 |
132 |
C |
p. 399-412 |
artikel |
42 |
Seismic design of buckling-restrained brace welded end connection considering frame action effects: Theoretical, numerical and practical approaches
|
Zhao, Junxian |
|
2017 |
132 |
C |
p. 761-777 |
artikel |
43 |
Seismic performance of reinforced concrete squat walls with embedded cold-formed and thin walled steel truss
|
Wu, Yuntian |
|
2017 |
132 |
C |
p. 714-732 |
artikel |
44 |
Seismic response of precast structures with vertical cladding panels: The SAFECLADDING experimental campaign
|
Negro, Paolo |
|
2017 |
132 |
C |
p. 205-228 |
artikel |
45 |
Sensitivity analysis of Life Cycle Assessment to select reinforced concrete structures with one-way slabs
|
Ferreiro-Cabello, J. |
|
2017 |
132 |
C |
p. 586-596 |
artikel |
46 |
Service load analysis of composite frames using cracked span length frame element
|
Ramnavas, M.P. |
|
2017 |
132 |
C |
p. 733-744 |
artikel |
47 |
Shake table tests of steel towers supporting extremely long-span electricity transmission lines under spatially correlated ground motions
|
Tian, Li |
|
2017 |
132 |
C |
p. 791-807 |
artikel |
48 |
Short-to-intermediate slender pin-ended cold-formed steel equal-leg angle columns: Experimental investigation, numerical simulations and DSM design
|
Landesmann, Alexandre |
|
2017 |
132 |
C |
p. 471-493 |
artikel |
49 |
Static and dynamic analyses of insulated concrete sandwich panels using a unified non-linear finite element model
|
Hopkins, Paul M. |
|
2017 |
132 |
C |
p. 249-259 |
artikel |
50 |
Strengthening of RC slabs with reinforced concrete overlay on the tensile face
|
Fernandes, Hugo |
|
2017 |
132 |
C |
p. 540-550 |
artikel |
51 |
Structural behavior of a new moment-resisting DfD concrete connection
|
Xiao, Jianzhuang |
|
2017 |
132 |
C |
p. 1-13 |
artikel |
52 |
Systematic design of unbonded fiber reinforced elastomeric isolators
|
Ehsani, Behrang |
|
2017 |
132 |
C |
p. 383-398 |
artikel |
53 |
Three-dimensional progressive collapse analysis of reinforced concrete frame structures subjected to sequential column removal
|
Arshian, Amir Hossein |
|
2017 |
132 |
C |
p. 87-97 |
artikel |
54 |
Uncertainty quantification in the dynamics of a guyed mast subjected to wind load
|
Ballaben, Jorge S. |
|
2017 |
132 |
C |
p. 456-470 |
artikel |
55 |
Vector-IM-based assessment of alternative framing systems under bi-directional ground-motion
|
Málaga-Chuquitaype, C. |
|
2017 |
132 |
C |
p. 188-204 |
artikel |
56 |
Vibration-based damage detection for structural connections using incomplete modal data by Bayesian approach and model reduction technique
|
Yin, Tao |
|
2017 |
132 |
C |
p. 260-277 |
artikel |
57 |
Vibration tests of precompressed rubber springs and a flag-shaped smart damper
|
Choi, Eunsoo |
|
2017 |
132 |
C |
p. 372-382 |
artikel |
58 |
Vulnerability evaluation of scoured bridges under floods
|
Hung, Chung-Chan |
|
2017 |
132 |
C |
p. 288-299 |
artikel |
59 |
Wavelet-based analysis of mode shapes for statistical detection and localization of damage in beams using likelihood ratio test
|
Shahsavari, Vahid |
|
2017 |
132 |
C |
p. 494-507 |
artikel |