Zobrazeno 1 - 10
of 53
pro vyhledávání: '"Shiv Dayal Bharti"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Bridge Engineering. 176:27-44
The performance of integral bridges subjected to a multi-component earthquake has not been thoroughly investigated. Here, the responses of an integral bridge subjected to three-component far- and near-field earthquakes are determined to evaluate its
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b6a7ba0ae00898b3f1cfc00a740ac24
https://doi.org/10.1680/jbren.21.00048
https://doi.org/10.1680/jbren.21.00048
Publikováno v:
Structures. 44:1532-1545
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a7b169bbf2646e55cf6e73cca7b1a51
https://doi.org/10.1016/j.istruc.2022.08.082
https://doi.org/10.1016/j.istruc.2022.08.082
Autor:
Vishal Kamble, Vishisht Bhaiya, Shiv Dayal Bharti, Mahendra Kumar Shrimali, Tushar Kanti Datta
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 46:3319-3336
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aaab9819d3ddba8a9348fecb0b745a75
https://doi.org/10.1007/s40996-021-00771-z
https://doi.org/10.1007/s40996-021-00771-z
Publikováno v:
Journal of Vibration Engineering & Technologies.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::54d083c1ebdaf591245fd62a7c57b105
https://doi.org/10.1007/s42417-022-00796-2
https://doi.org/10.1007/s42417-022-00796-2
Autor:
Mahendra Kumar Shrimali, Shiv Dayal Bharti, Tushar Kanti Datta, Ehsan Noroozinejad Farsangi, Sourabh Vern
Publikováno v:
Arabian Journal for Science and Engineering. 47:4511-4530
Damage of liquid storage tanks (LSTs) due to earthquakes has increased the base isolation systems' demand. As base isolation is a proven control system for mitigating the damages in typical load-bearing structures, its implementation in LSTs is undou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2fcc654c483410685fa1859ff9f1490f
https://doi.org/10.1007/s13369-021-06171-9
https://doi.org/10.1007/s13369-021-06171-9
Publikováno v:
Asian Journal of Civil Engineering. 22:1221-1234
The seismic behavior of secondary systems under bi-directional earthquakes is not so critically examined in the past. In this paper, a nonlinear time history analysis of a 3D six-storied building with a secondary fluid piping system is analyzed in SA
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9551a8cdc85557422ae5bd88635d5bdb
https://doi.org/10.1007/s42107-021-00375-y
https://doi.org/10.1007/s42107-021-00375-y
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 174:202-214
A surface blast generates both air pressure and ground shock on structures. Studies on the relative effects of the air pressure and ground shock on the responses of structures are meagre. In the present study, a preliminary estimate of the relative c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57b17a10edec7abac72d068e0ebd72da
https://doi.org/10.1680/jstbu.19.00055
https://doi.org/10.1680/jstbu.19.00055
Autor:
Shiv Dayal Bharti, Mahendra Kumar Shrimali, Nishant Roy, Ramniwas Sharma, Aaditaya Raj Roshan
Publikováno v:
Asian Journal of Civil Engineering. 22:759-768
The nonlinear dynamic response of the ashlar masonry arch is obtained for harmonic support excitations. The UDEC software is used for performing the analysis which duly accounts for the non-linearity arising due to the friction existing between the t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4513dab511ff82c8ee097ac307ebb8bc
https://doi.org/10.1007/s42107-020-00345-w
https://doi.org/10.1007/s42107-020-00345-w
Publikováno v:
Journal of Performance of Constructed Facilities. 36
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9da55b29eb7ac565a15585ecf6ed8ec
https://doi.org/10.1061/(asce)cf.1943-5509.0001701
https://doi.org/10.1061/(asce)cf.1943-5509.0001701
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 173:471-487
The use of magnetorheological (MR) dampers in combination with other control devices in a hybrid mode to enhance the control of the seismic responses of building structures is a subject of topical interest. This paper reports on the development of hy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::000af3c4325cc07676ee684ce5e5b9e7
https://doi.org/10.1680/jstbu.18.00090
https://doi.org/10.1680/jstbu.18.00090