Zobrazeno 1 - 10 of 11 pro vyhledávání: '"Goudappa R Dodagoudar"'
4
Dynamic Behavior of the Transition Zone of an Integral Abutment Bridge
Autor: Akshay Sakhare, Hafsa Farooq, Sanjay Nimbalkar, Goudappa R. Dodagoudar
Publikováno v: Sustainability. 14:4118
Weaker sections of a railway track, such as the approach sections, are prone to differential settlement under the action of repeated train loads. The railway tracks degrade more quickly at a critical section adjacent to a traditional rail bridge beca
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::687c1e0c3004bba3d604c7dae51fbe4a
https://doi.org/10.3390/su14074118
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5
Seismic response analysis of nuclear island building: A case study
Autor: Jaya, V., Goudappa R Dodagoudar, Boominathan, A.
Publikováno v: Scopus-Elsevier
The objective of the paper is study the effects of Soil-Foundation- Structure Interaction (SFSI) on seismic response of a deeply embedded Nuclear Island Building (NIB) using the finite element method. The interaction analysis of the NIB is carried ou
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::eab84613f0bf655e20a2cec90eba26d7
https://igi.indrastra.com/items/show/79057
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6
Seismic soil-foundation-structure interaction analysis of ventilation stack
Autor: Jaya, V., Goudappa R Dodagoudar, Boominathan, A.
Publikováno v: Scopus-Elsevier
Soil-foundation-structure interaction (SFSI) analysis of a ventilation stack located in a nuclear power plant site is presented in this paper. Structures of this type are highly sensitive to seismic loads, as the tuning of the stack (the spectrum of
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::2a3cbcde216d3ae3bcf52159b7999423
http://hdl.handle.net/11717/10542
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8
Element free Galerkin method for beams on elastic foundation
Autor: Sunitha, N. V., Goudappa R Dodagoudar, Rao, B. N.
Publikováno v: Scopus-Elsevier
This paper presents the analysis of elastically supported beams using the element free Galerkin method (EFGM). The elastic support can be provided in the form of a load-bearing medium such as soil, distributed continuously along the length of the bea
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::c9b53558686962af5b7da98baef066d2
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9
Seismic hazard analysis for chennai using non-parametric density estimation technique
Autor: Ragunathan, P., Ramanna, C. K., Goudappa R Dodagoudar
Publikováno v: Scopus-Elsevier
The ground shaking hazard at a particular site can be estimated quantitatively using probabilistic or deterministic approach. The probabilistic way of analyzing seismic hazard is reasonable in considering the seismicity distribution of all possible m
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::ff7d0449ce62fcdbfd0b84eae32be00e
http://www.scopus.com/inward/record.url?eid=2-s2.0-84868630664&partnerID=MN8TOARS
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