nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A buckling verification approach for monolithic and laminated glass elements under combined in-plane compression and bending
|
Amadio, Claudio |
|
2013 |
52 |
C |
p. 220-229 10 p. |
artikel |
2 |
A combined finite-discrete element analysis of dry stone masonry structures
|
Smoljanović, Hrvoje |
|
2013 |
52 |
C |
p. 89-100 12 p. |
artikel |
3 |
A cyclic two-surface thermoplastic damage model with application to metallic plate dampers
|
Kim, Dongkeon |
|
2013 |
52 |
C |
p. 608-620 13 p. |
artikel |
4 |
A fatigue stress-life damage accumulation model for variable amplitude fatigue loading based on virtual target life
|
El Aghoury, Ihab |
|
2013 |
52 |
C |
p. 621-628 8 p. |
artikel |
5 |
An adaptive pushover procedure based on effective modal mass combination rule
|
Abbasnia, Reza |
|
2013 |
52 |
C |
p. 654-666 13 p. |
artikel |
6 |
An efficient FE model of slender members for crash analysis of cable barriers
|
Wang, Qian |
|
2013 |
52 |
C |
p. 240-256 17 p. |
artikel |
7 |
A new simple non-linear hysteretic model for MR damper and verification of seismic response reduction experiment
|
Yang, Meng-Gang |
|
2013 |
52 |
C |
p. 434-445 12 p. |
artikel |
8 |
A study on experimental shear behavior of fiber-reinforced elastomeric isolators with various fiber layouts, elastomers and aging conditions
|
Russo, Gaetano |
|
2013 |
52 |
C |
p. 422-433 12 p. |
artikel |
9 |
A theoretical model for including the effect of monotonic shear loading in the analysis of reinforced concrete beams
|
Navarro-Gregori, Juan |
|
2013 |
52 |
C |
p. 257-272 16 p. |
artikel |
10 |
Calculated and prescribed stress concentration factors of ship side longitudinal connections
|
Parunov, Joško |
|
2013 |
52 |
C |
p. 629-641 13 p. |
artikel |
11 |
Comparison of vibrational comfort assessment criteria for design of timber floors among the European countries
|
Zhang, Binsheng |
|
2013 |
52 |
C |
p. 592-607 16 p. |
artikel |
12 |
Concrete masonry infilled steel frames subjected to combined in-plane lateral and axial loading – An experimental study
|
Liu, Yi |
|
2013 |
52 |
C |
p. 331-339 9 p. |
artikel |
13 |
Construction assessment and long-term prediction of prestressed concrete bridges based on monitoring data
|
Sousa, Helder |
|
2013 |
52 |
C |
p. 26-37 12 p. |
artikel |
14 |
Corrigendum to “Simple numerical model with second order effects for out-of-plane loaded masonry walls” [Eng Struct 48 (2013) 98–120]
|
Milani, Gabriele |
|
2013 |
52 |
C |
p. 88- 1 p. |
artikel |
15 |
Coupled form-finding and grid optimization approach for single layer grid shells
|
Richardson, James Norman |
|
2013 |
52 |
C |
p. 230-239 10 p. |
artikel |
16 |
Cracking of RC beam/column joints: Implications for the analysis of frame-type structures
|
Cotsovos, Demetrios M. |
|
2013 |
52 |
C |
p. 131-139 9 p. |
artikel |
17 |
Crack width in concrete using artificial neural networks
|
Elshafey, Ahmed A. |
|
2013 |
52 |
C |
p. 676-686 11 p. |
artikel |
18 |
Cyclic behavior of thin RC Peruvian shear walls: Full-scale experimental investigation and numerical simulation
|
Quiroz, Luis G. |
|
2013 |
52 |
C |
p. 153-167 15 p. |
artikel |
19 |
Cyclic failure analysis of the beam-to-column dowel connections in precast industrial buildings
|
Zoubek, Blaž |
|
2013 |
52 |
C |
p. 179-191 13 p. |
artikel |
20 |
Development and analytical verification of an inelastic reinforced concrete joint model
|
Unal, Mehmet |
|
2013 |
52 |
C |
p. 284-294 11 p. |
artikel |
21 |
Development of steel beam-to-column connections using SFRCC slabs
|
Cui, Yao |
|
2013 |
52 |
C |
p. 545-557 13 p. |
artikel |
22 |
Editorial Board
|
|
|
2013 |
52 |
C |
p. IFC- 1 p. |
artikel |
23 |
Effectiveness analysis of a semiactive base isolation strategy using information from an early-warning network
|
De Iuliis, M. |
|
2013 |
52 |
C |
p. 518-535 18 p. |
artikel |
24 |
Effectiveness of spirally shaped stirrups in reinforced concrete beams
|
De Corte, Wouter |
|
2013 |
52 |
C |
p. 667-675 9 p. |
artikel |
25 |
Effective oscillators for the seismic analysis of inelastic one-way asymmetric-plan buildings
|
Lin, Jui-Liang |
|
2013 |
52 |
C |
p. 38-52 15 p. |
artikel |
26 |
Effect of cross-link stiffness on the in-plane free vibration behaviour of a two-cable network
|
Ahmad, Javaid |
|
2013 |
52 |
C |
p. 570-580 11 p. |
artikel |
27 |
Elastic out-of-plane buckling load of circular steel tubular truss arches incorporating shearing effects
|
Dou, Chao |
|
2013 |
52 |
C |
p. 697-706 10 p. |
artikel |
28 |
Finite element modeling of reinforced concrete beams exposed to fire
|
Gao, W.Y. |
|
2013 |
52 |
C |
p. 488-501 14 p. |
artikel |
29 |
Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins
|
Vasdravellis, George |
|
2013 |
52 |
C |
p. 1-16 16 p. |
artikel |
30 |
Fresh concrete lateral pressure decay: Kinetics and factorial design to determine significant parameters
|
Santilli, A. |
|
2013 |
52 |
C |
p. 114-122 9 p. |
artikel |
31 |
Inelastic displacement ratios for design of structures with constant damage performance
|
Zhai, Chang-Hai |
|
2013 |
52 |
C |
p. 53-63 11 p. |
artikel |
32 |
Influence of ground motion characteristics on drift demands in steel moment frames designed to Eurocode 8
|
Kumar, M. |
|
2013 |
52 |
C |
p. 502-517 16 p. |
artikel |
33 |
In situ static and dynamic investigations on the “Torre Grossa” masonry tower
|
Bartoli, Gianni |
|
2013 |
52 |
C |
p. 718-733 16 p. |
artikel |
34 |
Instantaneous frequency identification of time-varying structures by continuous wavelet transform
|
Wang, Chao |
|
2013 |
52 |
C |
p. 17-25 9 p. |
artikel |
35 |
Integration of decentralized structural control and the identification of unknown inputs for tall shear building models under unknown earthquake excitation
|
Lei, Ying |
|
2013 |
52 |
C |
p. 306-316 11 p. |
artikel |
36 |
Local unified probabilistic model for fatigue crack initiation and propagation: Application to a notched geometry
|
Correia, José A.F.O. |
|
2013 |
52 |
C |
p. 394-407 14 p. |
artikel |
37 |
Numerical investigation of internal force transfer mechanism in push-out tests
|
Guezouli, Samy |
|
2013 |
52 |
C |
p. 140-152 13 p. |
artikel |
38 |
Numerical modeling of composite beam to reinforced concrete wall joints
|
Henriques, José |
|
2013 |
52 |
C |
p. 734-746 13 p. |
artikel |
39 |
Numerical modeling of composite beam to reinforced concrete wall joints
|
Henriques, José |
|
2013 |
52 |
C |
p. 747-761 15 p. |
artikel |
40 |
Numerical study of structural progressive collapse using substructure technique
|
Li, Jun |
|
2013 |
52 |
C |
p. 101-113 13 p. |
artikel |
41 |
On lateral and upheaval buckling of subsea pipelines
|
Karampour, Hassan |
|
2013 |
52 |
C |
p. 317-330 14 p. |
artikel |
42 |
Plate-anchored reinforcement bars: A new simple and physical model for practical applications
|
Pérez Caldentey, Alejandro |
|
2013 |
52 |
C |
p. 168-178 11 p. |
artikel |
43 |
Precast fiber reinforced cementitious composites for seismic retrofit of deficient rc joints – A pilot study
|
Bedirhanoglu, Idris |
|
2013 |
52 |
C |
p. 192-206 15 p. |
artikel |
44 |
Probabilistic demand models and fragility estimates for offshore wind turbine support structures
|
Mardfekri, Maryam |
|
2013 |
52 |
C |
p. 478-487 10 p. |
artikel |
45 |
Punching shear of RC flat slabs – Review of analytical models for new and strengthening of existing slabs
|
Koppitz, Robert |
|
2013 |
52 |
C |
p. 123-130 8 p. |
artikel |
46 |
Reducing hydroelastic response of pontoon-type very large floating structures using flexible connector and gill cells
|
Gao, R.P. |
|
2013 |
52 |
C |
p. 372-383 12 p. |
artikel |
47 |
Re-evaluation of equivalent lateral force procedure for prediction of displacement demand in seismically isolated structures
|
Pant, Deepak R. |
|
2013 |
52 |
C |
p. 455-465 11 p. |
artikel |
48 |
Reliability-based design recommendations for FRP-reinforced concrete beams
|
Ribeiro, S.E.C. |
|
2013 |
52 |
C |
p. 273-283 11 p. |
artikel |
49 |
Reliability-based optimum seismic design of structures using simplified performance estimation methods
|
Zacharenaki, Athanasia E. |
|
2013 |
52 |
C |
p. 707-717 11 p. |
artikel |
50 |
Seismic Capacity Design of RC frames and environment-induced degradation of materials: Any concern?
|
Martinelli, Enzo |
|
2013 |
52 |
C |
p. 466-477 12 p. |
artikel |
51 |
Seismic shear demands in multi-storey steel frames designed to Eurocode 8
|
Kumar, M. |
|
2013 |
52 |
C |
p. 69-87 19 p. |
artikel |
52 |
Shear lag and eccentricity effects of bolted connections in cold-formed steel sections
|
Teh, Lip H. |
|
2013 |
52 |
C |
p. 536-544 9 p. |
artikel |
53 |
Simplified equation for estimating periods of vibration of concrete wall housing
|
Carrillo, Julian |
|
2013 |
52 |
C |
p. 446-454 9 p. |
artikel |
54 |
Stochastic seismic analysis of a concrete-filled steel tubular (CFST) arch bridge under tridirectional multiple excitations
|
Zhang, De-Yi |
|
2013 |
52 |
C |
p. 355-371 17 p. |
artikel |
55 |
Structural condition assessment and functional appraisal of a large basement affected by groundwater leakage
|
Chaudhary, Muhammad Tariq A. |
|
2013 |
52 |
C |
p. 384-393 10 p. |
artikel |
56 |
Study of the seismic behavior of external RC beam–column joints through experimental tests and numerical simulations
|
Masi, Angelo |
|
2013 |
52 |
C |
p. 207-219 13 p. |
artikel |
57 |
Symmetry preserving in Topological Mapping for tension structures
|
Carbonell-Márquez, Juan Francisco |
|
2013 |
52 |
C |
p. 64-68 5 p. |
artikel |
58 |
Testing and modeling the diagonal tension strength of rubble stone masonry panels
|
Milosevic, Jelena |
|
2013 |
52 |
C |
p. 581-591 11 p. |
artikel |
59 |
Tests and limit analysis of loop connections between precast concrete elements loaded in tension
|
Joergensen, Henrik B. |
|
2013 |
52 |
C |
p. 558-569 12 p. |
artikel |
60 |
The application of a damage detection method using Artificial Neural Network and train-induced vibrations on a simplified railway bridge model
|
Shu, Jiangpeng |
|
2013 |
52 |
C |
p. 408-421 14 p. |
artikel |
61 |
The impact of modelling uncertainties on the seismic performance assessment of reinforced concrete frame buildings
|
Celarec, D. |
|
2013 |
52 |
C |
p. 340-354 15 p. |
artikel |
62 |
Time-dependent behaviour of timber–concrete composite floors with prefabricated concrete slabs
|
Fragiacomo, M. |
|
2013 |
52 |
C |
p. 687-696 10 p. |
artikel |
63 |
Ultimate strength assessment of rectangular steel plates subjected to a random localised corrosion degradation
|
Silva, J.E. |
|
2013 |
52 |
C |
p. 295-305 11 p. |
artikel |
64 |
Use of response surface metamodels to generate system level fragilities for existing curved steel bridges
|
Seo, Junwon |
|
2013 |
52 |
C |
p. 642-653 12 p. |
artikel |