Zobrazeno 1 - 10
of 56
pro vyhledávání: '"D. Tensing"'
Publikováno v:
Civil Engineering and Architecture. 10:1354-1372
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67aa80b7b038eea920ebb8f9b44f6517
https://doi.org/10.13189/cea.2022.100410
https://doi.org/10.13189/cea.2022.100410
Akademický článek
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Publikováno v:
International Journal of Mechanical and Production Engineering Research and Development. 10:4105-4114
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32d37601674ac982a3378ff0ccc85b03
https://doi.org/10.24247/ijmperdjun2020390
https://doi.org/10.24247/ijmperdjun2020390
Publikováno v:
Civil Engineering and Architecture. 9:1198-1205
In this paper, an analytical investigation is carried out using an open-source FEM software SEISMOSTRUT to analyze infill RC frame with and without chicken wire mesh along with experimental verification. To estimate the equivalent strut width, six mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::213392c405742864614ab5ab9e96218c
https://doi.org/10.13189/cea.2021.090421
https://doi.org/10.13189/cea.2021.090421
Publikováno v:
Structures. 23:551-557
During the times of eathquakes, reinforced concrete (RC) frames with infill masonry generally fail due to reasons like diagonal tension, shear, corner crushing, etc. Bond failure is a predominant type of failure that leads to failure of the infill wa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac70b012ed54e8279a444bfcbf443e58
https://doi.org/10.1016/j.istruc.2019.11.001
https://doi.org/10.1016/j.istruc.2019.11.001
Autor:
null Neethu S., D. Tensing
Publikováno v:
INTERNATIONAL CONFERENCE ON RECENT INNOVATIONS IN SCIENCE AND TECHNOLOGY (RIST 2021).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c369c2c9bcbef2101839dfd47045e2ab
https://doi.org/10.1063/5.0080219
https://doi.org/10.1063/5.0080219
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811550003
Magnetorheological Dampers (MR) have the ability to mitigate seismic hazards caused to a structure by reducing its potential to undergo large displacements. The objective of the paper is to formulate an analytical modeling technique to perform the hy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb8e1f93553867e5f717d25edc83999a
https://doi.org/10.1007/978-981-15-5001-0_18
https://doi.org/10.1007/978-981-15-5001-0_18
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811552342
Magnetorheological (MR) fluids with exceptional rheological properties are skilled in exhibiting quick performance to control vibrations during earthquakes. The significant damping properties of MR fluids were effectively controlled with the help of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bdb44fd2f1503d2b4885ea4c28d0ed10
https://doi.org/10.1007/978-981-15-5235-9_7
https://doi.org/10.1007/978-981-15-5235-9_7
Publikováno v:
Key Engineering Materials. 763:975-982
Magnetorheological damper (MR damper) is one of the promising vibration control systems, applicable for damping seismic induced vibrations in structures, because of their ability to be controlled and to adapt their mechanical properties by varying th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c71e6367f73d8ee2984ea915919c46c
https://doi.org/10.4028/www.scientific.net/kem.763.975
https://doi.org/10.4028/www.scientific.net/kem.763.975
Akademický článek
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