Zobrazeno 1 - 10
of 74
pro vyhledávání: '"Boris Jeremić"'
Publikováno v:
Frontiers in Built Environment, Vol 9 (2023)
Presented is a validation study for high fidelity numerical modeling of earthquake soil structure interaction (ESSI) for a building, hotel structure in Ventura, California. A detailed finite element (FE) model of the ESSI system, featuring the 12-sto
Externí odkaz:
https://doaj.org/article/b49a15721fbd48c0ac5a503f4e8eeb74
Autor:
Constantinos Kanellopoulos, Nikolaos Psycharis, Han Yang, Boris Jeremić, Ioannis Anastasopoulos, Božidar Stojadinović
Publikováno v:
Soil Dynamics and Earthquake Engineering, 162
The paper explores the key mechanisms that govern the dynamic interaction between resonant metamaterials (consisting of multiple unit cells embedded in the soil, with horizontally vibrating internal masses) and an existing nonlinear structure on nonl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d600967909e466deea81f4a4b81629cf
https://doi.org/10.1016/j.soildyn.2022.107366
https://doi.org/10.1016/j.soildyn.2022.107366
Publikováno v:
Engineering with Computers. 36:1643-1656
In the last decades, with the development of a number of nonlinear elastic–plastic integration algorithms, the correctness or accuracy of the underlying solution becomes the main concern, in both academia and industry. Correctness or accuracy can b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cea347091ad263741419df289bd85663
https://doi.org/10.1007/s00366-019-00787-0
https://doi.org/10.1007/s00366-019-00787-0
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa94de35eb462341e877b06919f42860
https://doi.org/10.5592/co/1crocee.2021.14
https://doi.org/10.5592/co/1crocee.2021.14
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030510848
This paper presents numerical modeling and simulation issues seen in static and dynamic analysis of dam-foundation systems. Domain reduction method (DRM) is chosen as the preferred approach for seismic motion input. Proper modeling of inelastic mater
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87927bbd3a64b10c6d5fbfa502ffbe38
https://doi.org/10.1007/978-3-030-51085-5_20
https://doi.org/10.1007/978-3-030-51085-5_20
Publikováno v:
Journal of Engineering Mechanics. 146
A thermodynamics-based energy analysis approach for pressure-dependent materials is presented. Formulation of plastic free energy and plastic dissipation for the nonassociated Drucker-Prage...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d5083aba3ae3ee6fffc7b4ea20997ef
https://doi.org/10.1061/(asce)em.1943-7889.0001728
https://doi.org/10.1061/(asce)em.1943-7889.0001728
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 331:309-326
Presented is an energy dissipation analysis framework for granular material that is based on thermodynamics. Theoretical formulations are derived from the second law of thermodynamics, in conjunction with a few plausible assumptions on energy transfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d9aa14319edcda12a9d68a6eee243ae
https://doi.org/10.1016/j.cma.2017.11.009
https://doi.org/10.1016/j.cma.2017.11.009
Publikováno v:
Earthquake Engineering & Structural Dynamics. 47:1478-1495
Author(s): Abell, JA; Orbovic, N; McCallen, DB; Jeremic, B | Abstract: In soil-structure interaction modeling of systems subjected to earthquake motions, it is classically assumed that the incoming wave field, produced by an earthquake, is unidimensi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b9bbc8803e088bfeeb3a2d8594c3d00b
https://doi.org/10.1002/eqe.3026
https://doi.org/10.1002/eqe.3026
Publikováno v:
Computers and Geotechnics. 139:104409
Presented here is a modular methodology for time-domain stochastic seismic wave propagation analysis. Presented methodology is designed to analyse uncertain seismic motions as an input, propagating through uncertain material. Traditional approach for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97c2e07eb4330de886058a616fdbe1fd
https://doi.org/10.1016/j.compgeo.2021.104409
https://doi.org/10.1016/j.compgeo.2021.104409
Publikováno v:
Soil Dynamics and Earthquake Engineering. 146:106720
Presented is an application of wave potential formulation (WPF) together with domain reduction method (DRM) to modeling earthquake soil structure interaction (ESSI) behavior in horizontally layered ground under inclined incident seismic waves. Wave p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::860f28f7b368aa223dd822aa264440c0
https://doi.org/10.1016/j.soildyn.2021.106720
https://doi.org/10.1016/j.soildyn.2021.106720