Computers & Structures - septembre 2019

Publié:	septembre 2019

Auteur(s)	Titre	Page(s)
Yin, Junhui / Xu, Li / Wang, Hao / Xie, Peng / Huang, Shucheng / Liu, Hangxin / Yang, Zhonghai / Li, Bin	Accurate and fast three-dimensional free vibration analysis of large complex structures using the finite element method	142-156
Cancellara, Donato / De Cicco, Simona / De Angelis, Fabio	Assessment and vulnerability reduction of under-designed existing structures: Traditional vs innovative strategy	44-64
Casapulla, C. / Mousavian, E. / Zarghani, M.	A digital tool to design structurally feasible semi-circular masonry arches composed of interlocking blocks	111-126
Liu, Hui / Tian, Ye / Zong, Hongming / Ma, Qingping / Wang, Michael Yu / Zhang, Liang	Fully parallel level set method for large-scale structural topology optimization	13-27
Läufer, J. / Wagner, W.	A gradient based model for the mesh-independent damage simulation of layered composite structures	1-12
Pokusiński, Bartłomiej / Kamiński, Marcin	Lattice domes reliability by the perturbation-based approaches vs. semi-analytical method	179-192
Semenov, Alexey	Mathematical model of deformation of orthotropic shell structures under dynamic loading with transverse shears	65-73
Jin, Peng / Xie, Bin / Xiao, Feng	Multi-moment finite volume method for incompressible flows on unstructured moving grids and its application to fluid-rigid body interactions	91-110
Karavelić, Emir / Ibrahimbegovic, Adnan / Dolarević, Samir	Multi-surface plasticity model for concrete with 3D hardening/softening failure modes for tension, compression and shear	74-90
Hui, Y. / Xu, R. / Giunta, G. / De Pietro, G. / Hu, H. / Belouettar, S. / Carrera, E.	Multiscale CUF-FE2 nonlinear analysis of composite beam structures	28-43
Xing, Yufeng / Ji, Yi / Zhang, Huimin	On the construction of a type of composite time integration methods	157-178
Zhang, H. M. / Xing, Y. F.	Two novel explicit time integration methods based on displacement-velocity relations for structural dynamics	127-141

Auteur(s)

Titre

Page(s)

Yin, Junhui / Xu, Li / Wang, Hao / Xie, Peng / Huang, Shucheng / Liu, Hangxin / Yang, Zhonghai / Li, Bin

Accurate and fast three-dimensional free vibration analysis of large complex structures using the finite element method

142-156

Cancellara, Donato / De Cicco, Simona / De Angelis, Fabio

Assessment and vulnerability reduction of under-designed existing structures: Traditional vs innovative strategy

44-64

Casapulla, C. / Mousavian, E. / Zarghani, M.

A digital tool to design structurally feasible semi-circular masonry arches composed of interlocking blocks

111-126

Liu, Hui / Tian, Ye / Zong, Hongming / Ma, Qingping / Wang, Michael Yu / Zhang, Liang

Fully parallel level set method for large-scale structural topology optimization

13-27

Läufer, J. / Wagner, W.

A gradient based model for the mesh-independent damage simulation of layered composite structures

1-12

Pokusiński, Bartłomiej / Kamiński, Marcin

Lattice domes reliability by the perturbation-based approaches vs. semi-analytical method

179-192

Semenov, Alexey

Mathematical model of deformation of orthotropic shell structures under dynamic loading with transverse shears

65-73

Jin, Peng / Xie, Bin / Xiao, Feng

Multi-moment finite volume method for incompressible flows on unstructured moving grids and its application to fluid-rigid body interactions

91-110

Karavelić, Emir / Ibrahimbegovic, Adnan / Dolarević, Samir

Multi-surface plasticity model for concrete with 3D hardening/softening failure modes for tension, compression and shear

74-90

Hui, Y. / Xu, R. / Giunta, G. / De Pietro, G. / Hu, H. / Belouettar, S. / Carrera, E.

Multiscale CUF-FE2 nonlinear analysis of composite beam structures

28-43

Xing, Yufeng / Ji, Yi / Zhang, Huimin

On the construction of a type of composite time integration methods

157-178

Zhang, H. M. / Xing, Y. F.

Two novel explicit time integration methods based on displacement-velocity relations for structural dynamics

127-141

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Computers & Structures - septembre 2019

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Computers & Structures - septembre 2019

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.