| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accordion shelters: A historical review of origami-like deployable shelters developed by the US military
|
Thrall, A.P.
|
|
|
59 |
C |
p. 686-692
|
artikel
|
| 2 |
A DEM based tool for the safety analysis of masonry gravity dams
|
Bretas, Eduardo M.
|
|
|
59 |
C |
p. 248-260
|
artikel
|
| 3 |
Analysis and remedial treatment of a steel pipe-jacking accident in complex underground environment
|
Zhen, Liang
|
|
|
59 |
C |
p. 210-219
|
artikel
|
| 4 |
Analysis of stabilizing process for stress-erection of Strarch frame
|
Lee, Kyoungsoo
|
|
|
59 |
C |
p. 49-67
|
artikel
|
| 5 |
Analytical approach for improving damage equivalence factors
|
Maddah, N.
|
|
|
59 |
C |
p. 838-847
|
artikel
|
| 6 |
Analytical mode decomposition with Hilbert transform for modal parameter identification of buildings under ambient vibration
|
Wang, Zuocai
|
|
|
59 |
C |
p. 173-184
|
artikel
|
| 7 |
A new 3D Timoshenko finite beam element including non-uniform torsion of open and closed cross sections
|
Murín, J.
|
|
|
59 |
C |
p. 153-160
|
artikel
|
| 8 |
A novel Bayesian extreme value distribution model of vehicle loads incorporating de-correlated tail fitting: Theory and application to the Nanjing 3rd Yangtze River Bridge
|
Gu, Yiming
|
|
|
59 |
C |
p. 386-392
|
artikel
|
| 9 |
Assessing the behaviour of RC beams subject to significant gravity loads under cyclic loads
|
Gião, Rita
|
|
|
59 |
C |
p. 512-521
|
artikel
|
| 10 |
Behavior and design modification of RBS moment connections with composite beams
|
Huang, Yuan
|
|
|
59 |
C |
p. 39-48
|
artikel
|
| 11 |
Behaviour of composite joints with concrete encased CFST columns under cyclic loading: Experiments
|
Liao, Fei-Yu
|
|
|
59 |
C |
p. 745-764
|
artikel
|
| 12 |
Bending and buckling of tapered steel beam structures
|
Trahair, N.S.
|
|
|
59 |
C |
p. 229-237
|
artikel
|
| 13 |
Bending-shear response of self-consolidating and high-performance reinforced concrete beams
|
Biolzi, Luigi
|
|
|
59 |
C |
p. 399-410
|
artikel
|
| 14 |
Bi-layer diaphragm walls: Parametric study of construction processes
|
Segura-Castillo, Luis
|
|
|
59 |
C |
p. 608-618
|
artikel
|
| 15 |
Bridge–structure interaction analysis of a new bidirectional and continuous launching bridge mechanism
|
Alonso-Martinez, Mar
|
|
|
59 |
C |
p. 298-307
|
artikel
|
| 16 |
Buckling analysis of simply supported flat glass panels subjected to combined in-plane uniaxial compressive and edgewise shear loads
|
Bedon, Chiara
|
|
|
59 |
C |
p. 127-140
|
artikel
|
| 17 |
Compressive membrane action in progressive collapse resistance of RC flat plates
|
Keyvani, Leila
|
|
|
59 |
C |
p. 554-564
|
artikel
|
| 18 |
Connecting architecture and engineering through structural topology optimization
|
Beghini, Lauren L.
|
|
|
59 |
C |
p. 716-726
|
artikel
|
| 19 |
Constant damage inelastic displacement ratios for the near-fault pulse-like ground motions
|
Wen, Wei-Ping
|
|
|
59 |
C |
p. 599-607
|
artikel
|
| 20 |
Corrigendum to “Robustness of bolted-angle connections against progressive collapse: Mechanical modelling of bolted-angle connections under tension” [Eng. Struct. 57 (2013) 153–168]
|
Yang, Bo
|
|
|
59 |
C |
p. 715
|
artikel
|
| 21 |
Design-driven harmony search (DDHS) in steel frame optimization
|
Murren, Patrick
|
|
|
59 |
C |
p. 798-808
|
artikel
|
| 22 |
Designing long-span steel girders by applying displacement control concepts
|
Antoniou, N.
|
|
|
59 |
C |
p. 21-27
|
artikel
|
| 23 |
Discussion of the paper ‘Effect of SFRP confinement on circular and square concrete columns’ by Raafat El-Hacha, Mohammad A. Mashrik [Eng Struct 36 (2012) 379–393]
|
Thermou, Georgia E.
|
|
|
59 |
C |
p. 836
|
artikel
|
| 24 |
Drift performance of lightly reinforced concrete columns
|
Wibowo, A.
|
|
|
59 |
C |
p. 522-535
|
artikel
|
| 25 |
Ductile crack initiation and propagation in steel bridge piers subjected to random cyclic loading
|
Ge, Hanbin
|
|
|
59 |
C |
p. 809-820
|
artikel
|
| 26 |
Durability performance of structural concrete containing fine aggregates from waste generated by marble quarrying industry
|
Gameiro, F.
|
|
|
59 |
C |
p. 654-662
|
artikel
|
| 27 |
Dynamic monitoring of a stadium suspension roof: Wind and temperature influence on modal parameters and structural response
|
Martins, Nuno
|
|
|
59 |
C |
p. 80-94
|
artikel
|
| 28 |
Dynamic performance of existing high-speed railway bridges under resonant conditions following a retrofit with fluid viscous dampers supported on clamped auxiliary beams
|
Lavado, J.
|
|
|
59 |
C |
p. 355-374
|
artikel
|
| 29 |
Editorial Board
|
|
|
|
59 |
C |
p. IFC
|
artikel
|
| 30 |
Effective shear stiffness of diagonally cracked reinforced concrete beams
|
Pan, Zuanfeng
|
|
|
59 |
C |
p. 95-103
|
artikel
|
| 31 |
Effect of computer-generated turbulent wind field on trajectory of compact debris: A probabilistic analysis approach
|
Moghim, Farid
|
|
|
59 |
C |
p. 195-209
|
artikel
|
| 32 |
Effect of reinforcement type on the design reinforcement length of mechanically stabilized earth walls
|
Bilgin, Ömer
|
|
|
59 |
C |
p. 663-673
|
artikel
|
| 33 |
Effect of steel collars on the seismic behaviour of axially-cracked historical stone columns
|
Fossetti, Marinella
|
|
|
59 |
C |
p. 344-354
|
artikel
|
| 34 |
Effects of shape functions on flexural–torsional buckling of fixed circular arches
|
Dou, Chao
|
|
|
59 |
C |
p. 238-247
|
artikel
|
| 35 |
Elevated temperature resistance of welded tubular joints under axial load in the brace member
|
Ozyurt, E.
|
|
|
59 |
C |
p. 574-586
|
artikel
|
| 36 |
Estimation of the crack width and deformation of FRP-reinforced concrete flexural members with and without transverse shear reinforcement
|
Noël, Martin
|
|
|
59 |
C |
p. 393-398
|
artikel
|
| 37 |
Evaluation of equivalent linearization analysis methods for seismically isolated buildings characterized by SDOF systems
|
Liu, Tao
|
|
|
59 |
C |
p. 619-634
|
artikel
|
| 38 |
Experimental and FEM analysis of reduced beam section moment endplate connections under cyclic loading
|
Sofias, C.E.
|
|
|
59 |
C |
p. 320-329
|
artikel
|
| 39 |
Experimental and numerical investigation on web-post specimen from cellular beams with sinusoidal openings
|
Durif, S.
|
|
|
59 |
C |
p. 587-598
|
artikel
|
| 40 |
Experimental testing and simulation of bolted beam-column connections having thick extended endplates and multiple bolts per row
|
Prinz, Gary S.
|
|
|
59 |
C |
p. 434-447
|
artikel
|
| 41 |
Experimental tests on retrofitted RC beam-column joints underdesigned to seismic loads. General approach
|
Ruiz-Pinilla, J.G.
|
|
|
59 |
C |
p. 702-714
|
artikel
|
| 42 |
Exploring GFRP bars as reinforcement for rectangular and L-shaped beams subjected to significant torsion: An experimental study
|
Deifalla, A.
|
|
|
59 |
C |
p. 776-786
|
artikel
|
| 43 |
Fully coupled, hygro-thermo-mechanical sensitivity analysis of a pre-stressed concrete pressure vessel
|
Davie, C.T.
|
|
|
59 |
C |
p. 536-551
|
artikel
|
| 44 |
Goal Tree Success Tree–Dynamic Master Logic Diagram and Monte Carlo simulation for the safety and resilience assessment of a multistate system of systems
|
Ferrario, E.
|
|
|
59 |
C |
p. 411-433
|
artikel
|
| 45 |
Implementation of Displacement Coefficient method for seismic assessment of buildings built on soft soil sites
|
Ruiz-García, Jorge
|
|
|
59 |
C |
p. 1-12
|
artikel
|
| 46 |
Influence of non-Gaussian wind characteristics on wind turbine extreme response
|
Gong, Kuangmin
|
|
|
59 |
C |
p. 727-744
|
artikel
|
| 47 |
Lateral load resistance of bridge piers under flexure and shear using factorial analysis
|
Reza, Samy Muhammad
|
|
|
59 |
C |
p. 821-835
|
artikel
|
| 48 |
Modeling of reinforcement global buckling in RC elements
|
Massone, Leonardo M.
|
|
|
59 |
C |
p. 484-494
|
artikel
|
| 49 |
Multi-performance seismic design through an enhanced first-storey isolation system
|
Palermo, Michele
|
|
|
59 |
C |
p. 495-506
|
artikel
|
| 50 |
Non-linear long duration blast loading of cylindrical shell structures
|
Clubley, Simon K.
|
|
|
59 |
C |
p. 113-126
|
artikel
|
| 51 |
[No title]
|
Trombetti, Tomaso
|
|
|
59 |
C |
p. 552-553
|
artikel
|
| 52 |
Numerical investigation of collapse of the Minnesota I-35W bridge
|
Salem, H.M.
|
|
|
59 |
C |
p. 635-645
|
artikel
|
| 53 |
Optimal design of eccentricity for seismic applications
|
Feizi, Bakhtiar
|
|
|
59 |
C |
p. 646-653
|
artikel
|
| 54 |
Optimization of reinforced concrete columns according to different environmental impact assessment parameters
|
de Medeiros, Guilherme Fleith
|
|
|
59 |
C |
p. 185-194
|
artikel
|
| 55 |
Out-of-plane strengthening of unreinforced masonry walls using near surface mounted fibre reinforced polymer strips
|
Dizhur, Dmytro
|
|
|
59 |
C |
p. 330-343
|
artikel
|
| 56 |
Quality assessment of coupled partial models considering soil–structure coupling
|
Keitel, H.
|
|
|
59 |
C |
p. 565-573
|
artikel
|
| 57 |
Rear-surface collapse perforation of concrete targets under buried explosion
|
Duan, Zhuo-Ping
|
|
|
59 |
C |
p. 507-511
|
artikel
|
| 58 |
Reliability assessment of a steel plate subjected to distributed and localized corrosion wastage
|
Silva, J.E.
|
|
|
59 |
C |
p. 13-20
|
artikel
|
| 59 |
Response features and parametric identification of shear-deformation buildings with continuous–discrete modeling
|
Zhang, Ruichong
|
|
|
59 |
C |
p. 375-385
|
artikel
|
| 60 |
Response to discussion of the paper ‘Effect of SFRP confinement on circular and square concrete columns’ by Raafat El-Hacha, Mohammad A. Mashrik [Eng. Struct. 36 (2012) 379–393]
|
El-Hacha, Raafat
|
|
|
59 |
C |
p. 837
|
artikel
|
| 61 |
Role of cast-in situ slabs in RC frames under low frequency cyclic load
|
Ning, Ning
|
|
|
59 |
C |
p. 28-38
|
artikel
|
| 62 |
Rotational stiffness of cold-formed steel roof purlin–sheeting connections
|
Zhao, Congxiao
|
|
|
59 |
C |
p. 284-297
|
artikel
|
| 63 |
Seismic response of steel fibre reinforced concrete beam–column joints
|
Abbas, Ali A.
|
|
|
59 |
C |
p. 261-283
|
artikel
|
| 64 |
Shear design recommendations for stainless steel plate girders
|
Saliba, N.
|
|
|
59 |
C |
p. 220-228
|
artikel
|
| 65 |
Simplified relations for the application of rotational components to seismic design codes
|
Falamarz-Sheikhabadi, Mohammad Reza
|
|
|
59 |
C |
p. 141-152
|
artikel
|
| 66 |
Simplified serviceability design of jointless structures. Experimental verification and application to typical bridge and building structures
|
Groli, Giancarlo
|
|
|
59 |
C |
p. 469-483
|
artikel
|
| 67 |
Slip distribution model along the anchorage length of prestressing strands
|
Martí-Vargas, J.R.
|
|
|
59 |
C |
p. 674-685
|
artikel
|
| 68 |
Spatial variability and stochastic strength prediction of unreinforced masonry walls in vertical bending
|
Li, Jie
|
|
|
59 |
C |
p. 787-797
|
artikel
|
| 69 |
Statistical screening of modelling alternatives in train–bridge interaction systems
|
Arvidsson, T.
|
|
|
59 |
C |
p. 693-701
|
artikel
|
| 70 |
Structural assessment of a guyed mast through measurement of natural frequencies
|
Saudi, Ghada
|
|
|
59 |
C |
p. 104-112
|
artikel
|
| 71 |
Thermo-hydric analysis of concrete–rock bilayers under fire conditions
|
Ferreira, Anna Paula G.
|
|
|
59 |
C |
p. 765-775
|
artikel
|
| 72 |
Tornado-borne debris impact performance of an innovative storm safe room system protected by a carbon fiber reinforced hybrid polymeric-matrix composite
|
Zhou, Hongyu
|
|
|
59 |
C |
p. 308-319
|
artikel
|
| 73 |
Torsional response of seismically isolated structures revisited
|
Wolff, E.D.
|
|
|
59 |
C |
p. 462-468
|
artikel
|
| 74 |
Variability in concrete mechanical properties as a source of in-plan irregularity for existing RC framed structures
|
De Stefano, M.
|
|
|
59 |
C |
p. 161-172
|
artikel
|
| 75 |
Vibration analysis for the determination of modal parameters of steel catenary risers based on response-only data
|
Rivero-Angeles, F.J.
|
|
|
59 |
C |
p. 68-79
|
artikel
|
| 76 |
Vibration serviceability of footbridges: Evaluation of the current codes of practice
|
Van Nimmen, K.
|
|
|
59 |
C |
p. 448-461
|
artikel
|
Tijdschrift beschrijving