Zobrazeno 1 - 10
of 473
pro vyhledávání: '"T.K. Datta"'
Autor:
S.K. Mohapatra, S. Singh, S. Kumar, A.K. Dang, T.K. Datta, S.K. Das, T.K. Mohanty, J.K. Kaushik, A.K. Mohanty
Publikováno v:
Animal, Vol 9, Iss 4, Pp 643-649 (2015)
Insulin-like growth factor binding protein-5 (IGFBP-5) is a key molecule in mammary gland development, which facilitates the removal of mammary epithelial cells (MECs) by apoptosis that takes place during remodeling of the mammary gland during involu
Externí odkaz:
https://doaj.org/article/85a551cec2d94d99a953ac81f345b6df
Publikováno v:
Animal, Vol 7, Iss 3, Pp 446-454 (2013)
A buffalo oocyte-specific subtracted cDNA library was constructed to identify exclusively or preferentially oocyte-expressed genes. The library represented an enriched population of transcripts obtained from oocytes of diverse ovarian follicular orig
Externí odkaz:
https://doaj.org/article/43690827134840bbaa888b8573c5d01e
Autor:
R.S. Jangid, T.K. Datta
Publikováno v:
Shock and Vibration, Vol 6, Iss 5-6, Pp 285-297 (1999)
Response of structures to non-stationary ground motion can be obtained either by the evolutionary spectral analysis or by the Markov approach. In certain conditions, a quasi-stationary analysis can also be performed. The first two methods of analysis
Externí odkaz:
https://doaj.org/article/5b310a9f61d4488aad7a3fd0108a6e64
Autor:
R.S. Jangid, T.K. Datta
Publikováno v:
Shock and Vibration, Vol 3, Iss 5, Pp 353-359 (1996)
Dissipation of hysteretic energy in the isolator of the base isolated structure under seismic excitation is investigated. The hysteretic force-deformation characteristics of the base isolator is specified by a nonlinear differential equation. The par
Externí odkaz:
https://doaj.org/article/a0f8614129ff42f7802b8a39a7a2ab2f
Publikováno v:
Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2. 1:775-779
In India, hilly region especially northern part is more seismically active region. Flat Slab systems are widely popular in multi-storey buildings. Flat slab building has more advantages than a regular building like fast construction, free design spac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8870466e12168af58209d4d753fa88f2
https://doi.org/10.38208/acp.v1.580
https://doi.org/10.38208/acp.v1.580
Publikováno v:
Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2. 1:829-833
The performance of a three-span integrated bridge is evaluated and compared with a conventional bridge for unidirectional and bi-directional excitation. The conventional bridge deck is connected to abutment through elastomers and the pinned connectio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b27147336f6fc6bf4f5e37ff05643906
https://doi.org/10.38208/acp.v1.590
https://doi.org/10.38208/acp.v1.590
Publikováno v:
Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2. 1:1241-1245
Because of the inherent uncertainty in the blast loading caused due to terrorist attacks, most buildings are not designed for blast loading, but they are routinely designed for earthquake demand. If the blast resistance capacity of the seismically de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9c2eeb93b94cc0c0bdbec027fb4e52a
https://doi.org/10.38208/acp.v1.647
https://doi.org/10.38208/acp.v1.647
Publikováno v:
Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2. 1:821-827
The secondary piping systems running along the height of buildings are subjected to significant stresses and accelerations due to the earthquake. Extensive research on the seismic response of primary and secondary systems has been carried out in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f22d51b343ac407bcc966a0a29382de
https://doi.org/10.38208/acp.v1.589
https://doi.org/10.38208/acp.v1.589
Publikováno v:
Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2. 1:457-466
The seismic design codes consider only single earthquake events, ignoring the possibility of multiple earthquakes. In case a structure suffers damage during first event and prior to its repair more aftershocks occur the structure may collapse. An ela
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::26cbe8d1f1ce30a0ac3f439e462d38b6
https://doi.org/10.38208/acp.v1.535
https://doi.org/10.38208/acp.v1.535
Publikováno v:
Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2. 1:379-386
Assessment of the seismic performance of steel structures is topical research for a variety of earthquakes. Moment-resisting rigid steel frames are generally designed and used for high seismic zones. However, the famous Northridge in 1994 and Kobe in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c70f3edff041455d274a23e209683e5f
https://doi.org/10.38208/acp.v1.525
https://doi.org/10.38208/acp.v1.525