Zobrazeno 1 - 10
of 492
pro vyhledávání: '"R. S. Jangid"'
Publikováno v:
Buildings, Vol 13, Iss 2, p 445 (2023)
Experimental simulation and parametric studies have been conducted to investigate the effect of pounding in base-isolated (BI) frame structures with expansion gaps. Earthquakes often result in extensive damage at expansion joints, which encouraged th
Externí odkaz:
https://doaj.org/article/68d38051b14e4e4bb07284f4371236a0
Autor:
Naqeeb Ul Islam, R. S. Jangid
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
Passive energy dissipation devices or supplemental damping devices have been successfully implemented into structures for controlling the excessive vibrations under wind and seismic excitation. Recent developments in the form of negative stiffness da
Externí odkaz:
https://doaj.org/article/8d0f606f73524f66bd11f60c4f25f459
Autor:
Naqeeb Ul Islam, R. S. Jangid
Publikováno v:
Practice Periodical on Structural Design and Construction. 28
Publikováno v:
Journal of Vibration Engineering & Technologies.
Autor:
Naqeeb Ul Islam, R. S. Jangid
Publikováno v:
Bulletin of Earthquake Engineering. 21:1411-1438
Autor:
Shiv Prakash, R. S. Jangid
Publikováno v:
International Journal of Dynamics and Control. 10:1322-1336
Autor:
Naqeeb Ul Islam, R. S. Jangid
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811973307
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35a4738183fd16cbd86242f4cd002c6d
https://doi.org/10.1007/978-981-19-7331-4_15
https://doi.org/10.1007/978-981-19-7331-4_15
Autor:
R. S. Jangid, Sameer J. Suthar
Publikováno v:
Structures. 33:2675-2688
The present study proposes an optimal design methodology of tuned liquid sloshing dampers (TLSDs) installed in wind-excited benchmark tall building. The TLSDs design parameters were determined using proposed optimal design methodology based on nonlin
Autor:
R. S. Jangid
Publikováno v:
Journal of Vibration Engineering & Technologies. 9:1483-1497
The optimum damping and tuning frequency ratio of the tuned inerter damper (TID) for the base-isolated structure is obtained using the numerical searching technique under stationary white-noise and filtered white-noise earthquake excitation. The crit
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. :1-14
Lateral torsional coupling of asymmetric buildings governs their seismic response. Other than building eccentricity, the extent of this impact depends on the interaction of the building foundation ...