Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Nebojsa Orbovic"'
Autor:
Nebojsa Orbovic, Bishnu Prasad Gautam, Anca C. Ferche, Daman K. Panesar, Frank J. Vecchio, Farhad Habibi, Shamim A. Sheikh
Publikováno v:
Nuclear Engineering and Design. 351:87-93
Concrete nuclear structures have been identified as suffering from alkali aggregate reaction (AAR) in both Canada and the United States. Although much research effort has been directed toward understanding its effect on reinforced concrete structures
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abfd0e92025971fc63d3e044e29fd010
https://doi.org/10.1016/j.nucengdes.2019.05.019
https://doi.org/10.1016/j.nucengdes.2019.05.019
Autor:
Amit H. Varma, Saahastaranshu R. Bhardwaj, Andrew S. Whittaker, Brian Terranova, Nebojsa Orbovic
Publikováno v:
Engineering Structures. 190:380-388
A significant number of numerical and experimental studies have addressed the in-plane (IP) seismic response of SC walls and wall piers, but the effect of out-of-plane (OOP) loading on IP response has not been investigated. Out-of-plane shears and mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::36e58c7d2ab60583122b868495355948
https://doi.org/10.1016/j.engstruct.2019.04.030
https://doi.org/10.1016/j.engstruct.2019.04.030
Publikováno v:
Volume 3: Student Paper Competition; Thermal-Hydraulics; Verification and Validation.
This paper describes the work conducted by the Canadian Nuclear Safety Commission (CNSC) related to the numerical simulations of reinforced concrete (RC) structures under deformable missile impact. The current paper is a continuation of the work cond
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90faf55ec3316a377c1e15ee3147dc49
https://doi.org/10.1115/icone2020-16523
https://doi.org/10.1115/icone2020-16523
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:
Journal of Structural Engineering. 145
Steel-plate composite (SC) structures may be subjected to combination of in-plane and out-of-plane forces for extreme loading combinations (e.g., seismic and accident thermal). This paper p...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5776ffddf34429ab16a1715af8911b8
https://doi.org/10.1061/(asce)st.1943-541x.0002247
https://doi.org/10.1061/(asce)st.1943-541x.0002247
Publikováno v:
Soil Dynamics and Earthquake Engineering. 79:253-264
Coherency has been used to describe the similarity of strong earthquake ground motion at nearby sites, and for seismic response analyses of structures that are spatially extended, on multiple supports and on large foundations. For that purpose, funct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a860e81df4dba17254710ff6ef8fbcc
https://doi.org/10.1016/j.soildyn.2015.08.004
https://doi.org/10.1016/j.soildyn.2015.08.004
Publikováno v:
Nuclear Engineering and Design. 295:716-729
This paper describes the work conducted by the Canadian Nuclear Safety Commission (CNSC) related to the influence of transverse reinforcement on perforation capacity of reinforced concrete (RC) slabs under “hard” missile impact (impact with negli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4aace7a607254c95e58417162deca4ac
https://doi.org/10.1016/j.nucengdes.2015.06.007
https://doi.org/10.1016/j.nucengdes.2015.06.007
Publikováno v:
Soil Dynamics and Earthquake Engineering. 79:59-65
It is shown that the synthetic earthquake displacements over a large area (100×100 m 2 ) on ground surface can be described well by a plane surface undergoing translations and rotations, with only minor departures of displacements from those of a pl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1cc831fcdfdd57a6b41aecae9629f99e
https://doi.org/10.1016/j.soildyn.2015.09.003
https://doi.org/10.1016/j.soildyn.2015.09.003
Publikováno v:
Nuclear Engineering and Design
Nuclear Engineering and Design, Elsevier, 2015, 295, pp.700-715. ⟨10.1016/j.nucengdes.2015.06.009⟩
Nuclear Engineering and Design, Elsevier, 2015, 295, pp.700-715. ⟨10.1016/j.nucengdes.2015.06.009⟩
International audience; A benchmark of numerical simulations related to the missile impact on reinforced concrete (RC) slabs has been launched in the frame of OECD/NEA/CSNI research program “Improving Robustness Assessment Methodologies for Structu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a39cd0af18b5448e3a9ae952e92c7dbb
https://doi.org/10.1016/j.nucengdes.2015.06.009
https://doi.org/10.1016/j.nucengdes.2015.06.009
Publikováno v:
Soil Dynamics and Earthquake Engineering. 77:391-401
A two-dimensional (2-D) model of a building supported by a rectangular, flexible foundation embedded in the soil is analyzed. The building, the foundation, and the soil have different physical properties. The building is assumed to be linear, but the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6e692e938ebb4ef76cbf4b21410b9ad3
https://doi.org/10.1016/j.soildyn.2015.04.020
https://doi.org/10.1016/j.soildyn.2015.04.020