Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Mohammad Reza Azadi Kakavand"'
Publikováno v:
Computational Engineering and Physical Modeling, Vol 1, Iss 1, Pp 38-57 (2018)
The brittle behavior of older non-ductile reinforced concrete buildings such as shear-axial failure in columns can cause lateral instability or gravity collapse. Hence, the attempt is to assess the collapse potential through fragility curves. Current
Externí odkaz:
https://doaj.org/article/4ae2aacad6d347ddb5c6e749249547f3
Autor:
Timon Rabczuk, Mohammad Reza Azadi Kakavand, Raahul Palanivel Uma, Ali Hossein Nezhad Shirazi, Meysam Makaremi
Publikováno v:
Energies, Vol 11, Iss 6, p 1553 (2018)
We carried out molecular dynamics simulations at various temperatures to predict the thermal conductivity and the thermal conductance of graphene and hexagonal boron-nitride (h-BN) thin films. Therefore, several models with six different grain bounda
Externí odkaz:
https://doaj.org/article/6984ae1f649a41ab834ca1d623ca3985
Publikováno v:
Frontiers of Structural and Civil Engineering. 14:1531-1544
Some of the current concrete damage plasticity models in the literature employ a single damage variable for both the tension and compression regimes, while a few more advanced models employ two damage variables. Models with a single variable have an
Publikováno v:
International Journal of Structural and Civil Engineering Research. :273-277
A probabilistic model is devised for predicting the plastic hinge lengths (PHLs) of RC columns. Seven existing parametric models are evaluated first using a comprehensive database comprising PHL measurements from 133 RC column tests. It is observed t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d2011a79b0e88e7c77ff5b974973cc5f
https://aaltodoc.aalto.fi/handle/123456789/112065
https://aaltodoc.aalto.fi/handle/123456789/112065
Publikováno v:
Frontiers of Structural and Civil Engineering. 13:1251-1270
Capacity of components subjected to earthquake actions is still a widely interesting research topic. Hence, developing precise tools for predicting drift capacities of reinforced concrete (RC) columns is of great interest. RC columns are not only fre
Publikováno v:
Journal of Structural Engineering. 147
Inelastic response of reinforced concrete columns to combined axial and flexural loading is characterized by plastic deformations localized in small regions, which are idealized as plastic ...
Publikováno v:
Journal of Structural Engineering. 147
Predicting the shear strength of structural elements subjected to gravity loads and ground motions is an important component of seismic design. Among all primary structural components, the ...
Publikováno v:
Bulletin of Earthquake Engineering. 16:4893-4917
Compared to the commonly employed finite element models of RC structures in earthquake engineering, based on structural elements, refined finite element models, characterized by discretizing the concrete by 3D continuum elements together with an adva
Autor:
Ali Hossein Nezhad Shirazi, Mohammad Reza Azadi Kakavand, Meysam Makaremi, Timon Rabczuk, Raahul Palanivel Uma
Publikováno v:
Energies
Volume 11
Issue 6
Energies, Vol 11, Iss 6, p 1553 (2018)
Volume 11
Issue 6
Energies, Vol 11, Iss 6, p 1553 (2018)
We carried out molecular dynamics simulations at various temperatures to predict the thermal conductivity and the thermal conductance of graphene and hexagonal boron-nitride (h-BN) thin films. Therefore, several models with six different grain bounda