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of 8
pro vyhledávání: '"Mohd. Zameeruddin"'
Autor:
Mohd. Zameeruddin, Keshav K. Sangle
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 33, Iss 4, Pp 227-239 (2021)
The performance-based seismic design has two primary concerns: (a) appropriate quantification of the uncertainties associated with the performance evaluation process, and (b) satisfactory characterization of the associated structural damage for direc
Externí odkaz:
https://doaj.org/article/b658491693134a3cb391ff93f8b1bbda
Autor:
Mohd. Zameeruddin, Keshav K. Sangle
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 33, Iss 3, Pp 153-165 (2021)
The performance-based seismic design has two primary concerns: (a) appropriate quantification of the uncertainties associated with the performance evaluation process, and (b) satisfactory characterization of the associated structural damage for direc
Externí odkaz:
https://doaj.org/article/b78dab9367584250be7b8f752958a3d3
Autor:
Mohd. Zameeruddin, Rishikesh Hingole
Publikováno v:
International Journal of Civil Engineering. 8:4-15
Autor:
Mohd. Zameeruddin, Tayyaba Anjum
Publikováno v:
International Journal of Civil Engineering. 8:20-26
Autor:
Mohd. Zameeruddin, Keshav K. Sangle
Publikováno v:
Journal of The Institution of Engineers (India): Series A. 98:177-183
Ten storied-3 bays reinforced concrete bare frame designed for gravity loads following the guidelines of IS 456 and IS 13920 for ductility is subjected to seismic loads. The seismic demands on this building were calculated by following IS 1893 for re
Publikováno v:
KSCE Journal of Civil Engineering. 21:1319-1330
In this paper, stiffness based damage index (DIc) is introduced and expressed as a simple formula based on nonlinear response got from nonlinear static procedures. It is useful because only once the pushover has to be performed for the inertia loads
Autor:
Mohd. Zameeruddin, Keshav K. Sangle
Publikováno v:
Structures. 6:119-133
The performance-based seismic design was suggested to overcome the limitations of force-based seismic design methods used for addressing the inelastic behavior and cyclic loading effects in reinforced concrete structures. The suggested method permits
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