Computers & Structures - janvier 2013

Publié:	janvier 2013

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Milani, Gabriele / Lourenço, Paulo B.	3D non-linear behavior of masonry arch bridges	133-150
Guadalupe, V. L. / Militello, C. / Recuero, M.	Acoustoelastic pure-displacement elements based on Biot's poromechanics theory	54-60
Almeida, J. P. / Das, S. / Pinho, R.	Adaptive force-based frame element for regularized softening response	1-13
Bilotta, Antonio / Leonetti, Leonardo / Garcea, Giovanni	An algorithm for incremental elastoplastic analysis using equality constrained sequential quadratic programming	97-107
Papanikolaou, Vassilis K.	Analysis of arbitrary composite sections in biaxial bending and axial load	33-54
Benkemoun, N. / Ibrahimbegovic, A. / Colliat, J.-B.	Anisotropic constitutive model of plasticity capable of accounting for details of meso-structure of two-phase composite material	153-162
Saydam, Duygu / Frangopol, Dan M.	Applicability of simple expressions for bridge system reliability assessment	59-71
Moleiro, F. / Mota Soares, C. M. / Soares, C. A. Mota / Reddy, J. N.	Assessment of a layerwise mixed least-squares model for analysis of multilayered piezoelectric composite plates	14-30
Vavourakis, Vasileios / Loukidis, Dimitrios / Charmpis, Dimos C. / Papanastasiou, Panos	Assessment of remeshing and remapping strategies for large deformation elastoplastic Finite Element analysis	133-146
Erturk, Alper	Assumed-modes modeling of piezoelectric energy harvesters: Euler–Bernoulli, Rayleigh, and Timoshenko models with axial deformations	214-227
DiazDelaO, F. A. / Adhikari, S.	Bayesian assimilation of multi-fidelity finite element models	206-215
Zuev, Konstantin M. / Beck, James L. / Au, Siu-Kui / Katafygiotis, Lambros S.	Bayesian post-processor and other enhancements of Subset Simulation for estimating failure probabilities in high dimensions	283-296
Beirão da Veiga, L. / Chinosi, C. / Lovadina, C. / Pavarino, L. F.	BDDC preconditioners for Naghdi shell problems and MITC9 elements	28-41
Godat, Ahmed / Labossiere, Pierre / Neale, Kenneth W. / Chaallal, Omar	Behavior of RC members strengthened in shear with EB FRP: Assessment of models and FE simulation approaches	269-282
Mochida, Y.	The boundedness of Gorman's Superposition method for free vibration analysis of plates	38-43
Ghannadpour, S. A. M. / Ovesy, H. R. / Nassirnia, M.	Buckling analysis of functionally graded plates under thermal loadings using the finite strip method	93-99
El-Kaabazi, Nihal / Kennedy, David	Calculation of natural frequencies and vibration modes of variable thickness cylindrical shells using the Wittrick–Williams algorithm	4-12
Pascual, B. / Adhikari, S.	Combined parametric–nonparametric uncertainty quantification using random matrix theory and polynomial chaos expansion	364-379
Santos, H. A. F. A.	A complementary-energy based criterion for the stability analysis of geometrically exact framed structures	196-203
Vidal, P. / Gallimard, L. / Polit, O.	Composite beam finite element based on the Proper Generalized Decomposition	76-86
Shimada, M. / Tamma, K. K.	Conserving/dissipative algorithms and designs for a system of N particles: Total energy framework and single-field form	380-405
Hesse, Henrik / Palacios, Rafael	Consistent structural linearisation in flexible-body dynamics with large rigid-body motion	1-14
Dos Reis, F. / Ganghoffer, J. F.	Construction of micropolar continua from the asymptotic homogenization of beam lattices	354-363
Rao, A. Rama Mohan / Lakshmi, K. / Venkatachalam, Dhanya	Damage diagnostic technique for structural health monitoring using POD and self adaptive differential evolution algorithm	228-244
Greco, Annalisa / Pau, Annamaria	Damage identification in Euler frames	328-336
Yu, Shudong	Dedicated to Daniel Joseph Gorman (1930–2011)	1
Naseralavi, S. S. / Salajegheh, E. / Salajegheh, J. / Fadaee, M. J.	Detection of damage in cyclic structures using an eigenpair sensitivity matrix	43-59
Danai, Kourosh / Civjan, Scott A. / Styckiewicz, Matthew M.	Direct method of damage localization for civil structures via shape comparison of dynamic response measurements	297-307
Ergenzinger, Christian / Seifried, Robert / Eberhard, Peter	A discrete element model predicting the strength of ballast stones	3-13
Alamatian, Javad	Displacement-based methods for calculating the buckling load and tracing the post-buckling regions with Dynamic Relaxation method	84-97
Zhang, Nan / Xia, He	Dynamic analysis of coupled vehicle–bridge system based on inter-system iteration method	26-34
Tounsi, D. / Casimir, J. B. / Haddar, M.	Dynamic stiffness formulation for circular rings	258-265
Boscolo, M. / Banerjee, J. R.	Dynamic stiffness formulation for composite Mindlin plates for exact modal analysis of structures. Part I: Theory	61-73
Boscolo, M. / Banerjee, J. R.	Dynamic stiffness formulation for composite Mindlin plates for exact modal analysis of structures. Part II: Results and applications	74-83
Cazes, Fabien / Meschke, Günther	An Edge-based Imbricate Finite Element Method (EI-FEM) with full and reduced integration	154-175
Kueh, C. / Navaranjan, N. / Duke, M.	The effect of in-plane boundary conditions on the post-buckling behaviour of rectangular corrugated paperboard panels	55-62
Komeili, M. / Milani, A. S.	The effect of meso-level uncertainties on the mechanical response of woven fabric composites under axial loading	163-171
Aggelis, D. G. / Matikas, T. E.	Effect of plate wave dispersion on the acoustic emission parameters in metals	17-22
Rezaiee-Pajand, M. / Sarafrazi, S. R. / Rezaiee, H.	Efficiency of dynamic relaxation methods in nonlinear analysis of truss and frame structures	295-310
Liu, Tianyun / Zhao, Chongbin / Li, Qingbin / Zhang, Lihong	An efficient backward Euler time-integration method for nonlinear dynamic analysis of structures	20-28
Reuter, Uwe / Mehmood, Zeeshan / Gebhardt, Clemens	Efficient classification based methods for global sensitivity analysis	79-92
Peng, Q. / Chen, M. X.	An efficient return mapping algorithm for general isotropic elastoplasticity in principal space	173-184
Stefan, Lucian / Léger, Pierre	Elastic sectional stress analysis of variable section piers subjected to three-dimensional loads	28-41
Tian, Qiang / Sun, Yanlei / Liu, Cheng / Hu, Haiyan / Flores, Paulo	ElastoHydroDynamic lubricated cylindrical joints for rigid-flexible multibody dynamics	106-120
Yang, J. / Hu, Y. J. / Kitipornchai, S.	Electro-dynamic behavior of an electrically actuated micro-beam: Effects of initial curvature and nonlinear deformation	25-33
Caprani, C. C. / Keogh, J. / Archbold, P. / Fanning, P.	Enhancement factors for the vertical response of footbridges subjected to stochastic crowd loading	87-96
Maunder, E. A. W. / Ramsay, A. C. A.	Equilibrium models for lower bound limit analyses of reinforced concrete slabs	100-109
He, Z. C. / Li, G. Y. / Zhong, Z. H. / Cheng, A. G. / Zhang, G. Y. / Li, Eric / Liu, G. R.	An ES-FEM for accurate analysis of 3D mid-frequency acoustics using tetrahedron mesh	125-134
Hasançebi, O. / Azad, S. Kazemzadeh	An exponential big bang-big crunch algorithm for discrete design optimization of steel frames	167-179
Guo, Tong / Frangopol, Dan M. / Chen, Yuwen	Fatigue reliability assessment of steel bridge details integrating weigh-in-motion data and probabilistic finite element analysis	245-257
Ham, Seounghyun / Bathe, Klaus-Jürgen	A finite element method enriched for wave propagation problems	1-12
Cunha, Vítor M. C. F. / Barros, Joaquim A. O. / Sena-Cruz, José M.	A finite element model with discrete embedded elements for fibre reinforced composites	22-33
Ou, H. / Wang, P. / Lu, B. / Long, H.	Finite element modelling and optimisation of net-shape metal forming processes with uncertainties	13-27
Pearson, Ian T. / Mottram, J. Toby	A finite element modelling methodology for the non-linear stiffness evaluation of adhesively bonded single lap-joints: Part 1. Evaluation of key parameters	76-88
Pearson, Ian T. / Mottram, J. Toby	A finite element modelling methodology for the non-linear stiffness evaluation of adhesively bonded single lap-joints: Part 2. Novel shell mesh to minimise analysis time	89-96
Kaveh, A. / Fazli, H.	Free vibration analysis of locally modified regular structures using shifted inverse iteration method	75-82
Banerjee, J. R.	Free vibration of beams carrying spring-mass systems − A dynamic stiffness approach	21-26
Monterrubio, L. E.	Frequency and buckling parameters of box-type structures using the Rayleigh–Ritz method and penalty parameters	44-49
Hurtado, Jorge E. / Alvarez, Diego A. / Ramírez, Juliana	Fuzzy structural analysis based on fundamental reliability concepts	183-192
Mohite, P. M. / Upadhyay, C. S.	A generalized adaptive finite element analysis of laminated plates	217-234
Hozjan, Tomaž / Saje, Miran / Srpčič, Stanislav / Planinc, Igor	Geometrically and materially non-linear analysis of planar composite structures with an interlayer slip	1-17
Gonçalves, Rodrigo	A geometrically exact approach to lateral-torsional buckling of thin-walled beams with deformable cross-section	9-19
Zheng, Jingwei / An, Xuehui / Huang, Miansong	GPU-based parallel algorithm for particle contact detection and its application in self-compacting concrete flow simulations	193-204
Zingoni, Alphose	A group-theoretic finite-difference formulation for plate eigenvalue problems	266-282
Milazzo, A. / Benedetti, I. / Aliabadi, M. H.	Hierarchical fast BEM for anisotropic time-harmonic 3-D elastodynamics	9-24
Howson, W. Paul / Watson, Andrew	Homogeneous trees of second order Sturm–Liouville equations: A general theory and program	13-20
Rashidi, M. M. / Shooshtari, A. / Anwar Bég, O.	Homotopy perturbation study of nonlinear vibration of Von Karman rectangular plates	46-55
Bussamra, F. L. S. / Lucena Neto, E. / Raimundo, D. S.	Hybrid quasi-Trefftz 3-D finite elements for laminated composite plates	185-192
Ortiz, Gilberto A. / Alvarez, Diego A. / Bedoya-Ruiz, Daniel	Identification of Bouc–Wen type models using multi-objective optimization algorithms	121-132
Greco, Annalisa / Pau, Annamaria	Identification of material parameters in Timoshenko frames	180-182
Iranzad, Morteza / Ahmadian, Hamid	Identification of nonlinear bolted lap joint models	1-8
Kouhia, Reijo / Tůma, Miroslav / Mäkinen, Jari / Fedoroff, Alexis / Marjamäki, Heikki	Implementation of a direct procedure for critical point computations using preconditioned iterative solvers	110-117
Degertekin, S. O.	Improved harmony search algorithms for sizing optimization of truss structures	229-241
Shao, J. R. / Li, H. Q. / Liu, G. R. / Liu, M. B.	An improved SPH method for modeling liquid sloshing dynamics	18-26
Lee, Youngyu / Yoon, Kyungho / Lee, Phill-Seung	Improving the MITC3 shell finite element by using the Hellinger–Reissner principle	93-106
Tomas, Antonio / Tovar, Juan Pedro	The influence of initial geometric imperfections on the buckling load of single and double curvature concrete shells	34-45
Pombo, J. / Ambrósio, J.	Influence of pantograph suspension characteristics on the contact quality with the catenary for high speed trains	32-42
Bathe, Klaus-Jürgen / Noh, Gunwoo	Insight into an implicit time integration scheme for structural dynamics	1-6
Guo, W. W. / Xia, H. / de Roeck, G. / Liu, K.	Integral model for train-track-bridge interaction on the Sesia viaduct: Dynamic simulation and critical assessment	205-216
Xia, Baizhan / Yu, Dejie	Interval analysis of acoustic field with uncertain-but-bounded parameters	235-244
Davie, C. T. / Zhang, H. L. / Gibson, A.	Investigation of a continuum damage model as an indicator for the prediction of spalling in fire exposed concrete	54-69
James, Kai A. / Martins, Joaquim R. R. A.	An isoparametric approach to level set topology optimization using a body-fitted finite-element mesh	97-106
Jorquera Lucerga, Juan José / Manterola Armisén, Javier	An iterative form-finding method for antifunicular shapes in spatial arch bridges	42-60
Xia, Qi / Shi, Tielin / Liu, Shiyuan / Wang, Michael Yu	A level set solution to the stress-based structural shape and topology optimization	55-64
Lejeunes, S. / Nguyen Van, T. A. / Boukamel, A. / Eyheramendy, D.	Linearized behavior of a dissipative rubber with large static preloads	46-53
Le, C. V. / Askes, H. / Gilbert, M.	A locking-free stabilized kinematic EFG model for plane strain limit analysis	1-8
Saitoh, Masato	Lumped parameter models representing impedance functions at the end of a finite beam on a viscoelastic medium	317-327
Racic, V. / Brownjohn, J. M. W.	Mathematical modelling of random narrow band lateral excitation of footbridges due to pedestrians walking	116-130
Pichler, L. / Gallina, A. / Uhl, T. / Bergman, L. A.	A meta-modeling technique for the natural frequencies based on the approximation of the characteristic polynomial	108-116
Karageorghis, Andreas / Lesnic, Daniel / Marin, Liviu	The method of fundamental solutions for the detection of rigid inclusions and cavities in plane linear elastic bodies	176-188
Sadollah, Ali / Bahreininejad, Ardeshir / Eskandar, Hadi / Hamdi, Mohd	Mine blast algorithm for optimization of truss structures with discrete variables	49-63
Manzoli, O. L. / Gamino, A. L. / Rodrigues, E. A. / Claro, G. K. S.	Modeling of interfaces in two-dimensional problems using solid finite elements with high aspect ratio	70-82
Kempers, R. / Ahern, P. / Robinson, A. J. / Lyons, A. M.	Modeling the compressive deformation of metal micro-textured thermal interface materials using SEM geometry reconstruction	216-228
Zapico-Valle, J. L. / Abad-Blasco, J. / González-Martínez, M. P. / Franco-Gimeno, J. M. / García-Diéguez, M.	Modelling and calibration of a beam-column joint based on modal data	31-41
Hautefeuille, M. / Colliat, J.-B. / Ibrahimbegovic, A. / Matthies, H. G. / Villon, P.	A multi-scale approach to model localized failure with softening	83-95
Nordhagen, H. O. / Kragset, S. / Berstad, T. / Morin, A. / Dørum, C. / Munkejord, S. T.	A new coupled fluid–structure modeling methodology for running ductile fracture	13-21
Alamatian, J.	A new formulation for fictitious mass of the Dynamic Relaxation method with kinetic damping	42-54
Kaveh, A. / Khayatazad, M.	A new meta-heuristic method: Ray Optimization	283-294
Mantari, J. L. / Oktem, A. S. / Guedes Soares, C.	A new trigonometric layerwise shear deformation theory for the finite element analysis of laminated composite and sandwich plates	45-53
Domínguez, Norberto / Ibrahimbegovic, Adnan	A non-linear thermodynamical model for steel–concrete bonding	29-45
Ghayesh, Mergen H. / Amabili, Marco	Nonlinear dynamics of axially moving viscoelastic beams over the buckled state	406-421
Chung, Jae H. / Ko, Jeongsoo / Klammler, Harald / McVay, Michael C. / Lai, Peter	A numerical and experimental study of bearing stiffness of drilled shafts socketed in heterogeneous rock	145-152
Jirásek, Milan / Bauer, Marco	Numerical aspects of the crack band approach	60-78
D'Amato, Michele / Braga, Franco / Gigliotti, Rosario / Kunnath, Sashi / Laterza, Michelangelo	A numerical general-purpose confinement model for non-linear analysis of R/C members	64-75
Xu, W. X. / Chen, H. S.	Numerical investigation of effect of particle shape and particle size distribution on fresh cement paste microstructure via random sequential packing of dodecahedral cement particles	35-45
de la Fuente, Albert / Aguado, Antonio / Molins, Climent / Armengou, Jaume	Numerical model for the analysis up to failure of precast concrete sections	105-114
Clune, Rory / Connor, Jerome J. / Ochsendorf, John A. / Kelliher, Denis	An object-oriented architecture for extensible structural design software	1-17
Groenwold, Albert A.	On the linearization of separable quadratic constraints in dual sequential convex programs	42-48
Corrado, Cesare	On the stability of the Immersed Finite Element Method with high order structural elements	422-432
Surace, Cecilia / Archibald, Richard / Saxena, Rishu	On the use of the polynomial annihilation edge detection for locating cracks in beam-like structures	72-83
Arnout, S. / Lombaert, G. / Degrande, G. / de Roeck, G.	The optimal design of a barrel vault in the conceptual design stage	308-316
Huang, M. F. / Chan, C. M. / Lou, W. J.	Optimal performance-based design of wind sensitive tall buildings considering uncertainties	7-16
Luo, Yangjun / Wang, Michael Yu / Zhou, Mingdong / Deng, Zichen	Optimal topology design of steel–concrete composite structures under stiffness and strength constraints	433-444
Soares, D. / Godinho, L.	An optimized BEM–FEM iterative coupling algorithm for acoustic–elastodynamic interaction analyses in the frequency domain	68-80
Ferreira, F. / Simões, L.	Optimum cost design of controlled cable stayed footbridges	135-143
Eftekhar Azam, Saeed / Ghisi, Aldo / Mariani, Stefano	Parallelized sigma-point Kalman filtering for structural dynamics	193-205
Klinge, Sandra	Parameter identification for two-phase nonlinear composites	118-124
Ovesy, H. R. / Fazilati, J.	Parametric instability analysis of moderately thick FGM cylindrical panels using FSM	135-143
Ilanko, Sinniah	Penalty methods for finding eigenvalues of continuous systems: Emerging challenges and opportunities	50-54
Pholdee, Nantiwat / Bureerat, Sujin	Performance enhancement of multiobjective evolutionary optimisers for truss design using an approximate gradient	115-124
Chau-Dinh, Thanh / Zi, Goangseup / Lee, Phill-Seung / Rabczuk, Timon / Song, Jeong-Hoon	Phantom-node method for shell models with arbitrary cracks	242-256
Ilanko, Sinniah / Bharathy, Gnana K.	Positive and negative penalty parameters in optimisation subjected to continuous constraints	83-92
Oh, Taekeun / Popovics, John S. / Ham, Suyun / Shin, Sung Woo	Practical finite element based simulations of nondestructive evaluation methods for concrete	55-65
Li, Ming / Zheng, Junzhe / Martin, Ralph R.	Quantitative control of idealized analysis models of thin designs	144-153
Rodrigues, J. D. / Roque, C. M. C. / Ferreira, A. J. M. / Cinefra, M. / Carrera, E.	Radial basis functions-differential quadrature collocation and a unified formulation for bending, vibration and buckling analysis of laminated plates, according to Murakami's Zig-Zag theory	107-115
Valdebenito, M. A. / Jensen, H. A. / Schuëller, G. I. / Caro, F. E.	Reliability sensitivity estimation of linear systems under stochastic excitation	257-268
Xia, H. W. / Ni, Y. Q. / Wong, K. Y. / Ko, J. M.	Reliability-based condition assessment of in-service bridges using mixture distribution models	204-213
Gauch, Erin / LeBlanc, James / Shukla, Arun	Response of preloaded thin composite panels subjected to underwater explosive loading	342-353
Gorman, D. J. / Yu, S. D.	A review of the superposition method for computing free vibration eigenvalues of elastic structures	27-37
Chamoin, Ludovic / Florentin, Eric / Pavot, Sylvain / Visseq, Vincent	Robust goal-oriented error estimation based on the constitutive relation error for stochastic problems	189-195
Amini, Fereidoun / Ghaderi, Pedram	Seismic motion control of structures: A developed adaptive backstepping approach	18-25
Saranik, Mohammad / Lenoir, David / Jezequel, Louis	Shaking table test and numerical damage behaviour analysis of a steel portal frame with bolted connections	327-341
Xia, Qi / Shi, Tielin / Liu, Shiyuan / Wang, Michael Yu	Shape and topology optimization for tailoring stress in a local region to enhance performance of piezoresistive sensors	98-105
Fan, W. / Yuan, W. C.	Shock spectrum analysis method for dynamic demand of bridge structures subjected to barge collisions	1-12
Montoya, Arturo / Waisman, Haim / Betti, Raimondo	A simplified contact-friction methodology for modeling wire breaks in parallel wire strands	39-53
Brisotto, Daiane de S. / Bittencourt, Eduardo / Bessa, Virginia M. R. d'A.	Simulating bond failure in reinforced concrete by a plasticity model	81-90
Domaneschi, M.	Simulation of controlled hysteresis by the semi-active Bouc-Wen model	245-257
Gharti, Hom Nath / Oye, Volker / Komatitsch, Dimitri / Tromp, Jeroen	Simulation of multistage excavation based on a 3D spectral-element method	54-69
Xu, George X. / Li, Eric / Tan, Vincent / Liu, G. R.	Simulation of steady and unsteady incompressible flow using gradient smoothing method (GSM)	131-144
Étienne, S. / Garon, A. / Pelletier, D.	Some manufactured solutions for verification of fluid-structure interaction codes	56-67
Amara, Mohamed / Calandra, Henri / Dejllouli, Rabia / Grigoroscuta-Strugaru, Magdalena	A stable discontinuous Galerkin-type method for solving efficiently Helmholtz problems	258-272
Wiberg, Johan / Karoumi, Raid / Pacoste, Costin	Statistical screening of individual and joint effect of several modelling factors on the dynamic finite element response of a railway bridge	91-104
Teferra, Kirubel / Arwade, Sanjay R. / Deodatis, George	Stochastic variability of effective properties via the generalized variability response function	107-115
Payen, Daniel Jose / Bathe, Klaus-Jürgen	A stress improvement procedure	311-326
Zolochevsky, Alexander / Martynenko, Alexander / Kühhorn, Arnold	Structural benchmark creep and creep damage testing for finite element analysis with material tension–compression asymmetry and symmetry	27-38
Psimoulis, Panos A. / Stiros, Stathis C.	A supervised learning computer-based algorithm to derive the amplitude of oscillations of structures using noisy GPS and Robotic Theodolites (RTS) records	337-348
Zingoni, Alphose	Symmetry recognition in group-theoretic computational schemes for complex structural systems	34-44
Mazzucco, G. / Salomoni, V. A. / Majorana, C. E.	Three-dimensional contact-damage coupled modelling of FRP reinforcements – simulation of delamination and long-term processes	15-31
Jeong, Seung Hyun / Park, Seon Ho / Choi, Dong-Hoon / Yoon, Gil Ho	Topology optimization considering static failure theories for ductile and brittle materials	116-132
Luo, Yangjun / Kang, Zhan	Topology optimization of continuum structures with Drucker–Prager yield stress constraints	65-75
Amir, Oded	A topology optimization procedure for reinforced concrete structures	46-58
Neto, Maria Augusta / Leal, Rogério P. / Yu, Wenbin	A triangular finite element with drilling degrees of freedom for static and dynamic analysis of smart laminated structures	61-74
Kaveh, A. / Zolghadr, A.	Truss optimization with natural frequency constraints using a hybridized CSS-BBBC algorithm with trap recognition capability	14-27
Gonzalez-Lopez, S. / Fernandez-Saez, J.	Vibrations in Euler–Bernoulli beams treated with non-local damping patches	125-134
Eskandar, Hadi / Sadollah, Ali / Bahreininejad, Ardeshir / Hamdi, Mohd	Water cycle algorithm – A novel metaheuristic optimization method for solving constrained engineering optimization problems	151-166
Caggiano, Antonio / Etse, Guillermo / Martinelli, Enzo	Zero-thickness interface model formulation for failure behavior of fiber-reinforced cementitious composites	23-32

Informations
sur cette fiche
IssueID
25974
Publié(e) le:
05.01.2019
Modifié(e) le:
26.07.2019

Publicité

Structurae coopère avec

International Association for Bridge and Structural Engineering (IABSE)

Publicité

Computers & Structures - janvier 2013

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Computers & Structures - janvier 2013

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.