Zobrazeno 1 - 10
of 35
pro vyhledávání: '"N. Madhekar"'
Publikováno v:
Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2. 1:645-651
Concentric Braced Frame (CBF) is an efficient lateral load resisting system. It adds stiffness and strength to the structural system. However, the repeated failures of concentric braces in the past earthquakes has raised concern of its overall seismi
Publikováno v:
Recent Trends in Construction Technology and Management ISBN: 9789811921445
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f985fe7d5a647fefc0b1b029dd6cf1c0
https://doi.org/10.1007/978-981-19-2145-2_79
https://doi.org/10.1007/978-981-19-2145-2_79
Publikováno v:
Recent Trends in Construction Technology and Management ISBN: 9789811921445
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d10c3a9045297ce18bdfc85f6898923
https://doi.org/10.1007/978-981-19-2145-2_72
https://doi.org/10.1007/978-981-19-2145-2_72
Publikováno v:
Springer Tracts in Civil Engineering ISBN: 9789811923234
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::65148f1a140bf6a1585a40d51c5d7d90
https://doi.org/10.1007/978-981-19-2324-1_7
https://doi.org/10.1007/978-981-19-2324-1_7
Publikováno v:
Civil Engineering Journal. 6:98-118
The numerical investigation on the seismic response of RC elevated liquid storage tanks installed with viscous dampers is presented. A discrete two-mass model for the liquid and multi-degree of freedom system for staging, installed with the dampers a
Publikováno v:
Practice Periodical on Structural Design and Construction. 27
The conventional buckling type of brace members offers lateral stiffness to the structural system; however, such members are likely to yield under tension and buckle under compression when ...
Publikováno v:
Structural Control and Health Monitoring. 29
Autor:
Dinesh Shewale, S. N. Madhekar
Publikováno v:
Lecture Notes in Mechanical Engineering ISBN: 9789811387661
Fatigue failure of steel member connections is a well-known failure mechanism for railway steel bridges, which sustain heavy cyclic loads. Their structural members and connections are prone to damage caused by repeated loading of trains, moving at va
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67b8f2579d73e1abc33c9d76c59669db
https://doi.org/10.1007/978-981-13-8767-8_57
https://doi.org/10.1007/978-981-13-8767-8_57
Autor:
S. N. Madhekar, Rushikesh M. Raut
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811303647
The eccentricity between centre of mass and centre of stiffness produces torsion in asymmetric buildings during earthquakes. In this paper, the inelastic seismic behaviour of asymmetric-plan buildings is studied by using the base shear and torque (BS
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09ee3f6ff41d1da6ebc4ef47e98d0351
https://doi.org/10.1007/978-981-13-0365-4_29
https://doi.org/10.1007/978-981-13-0365-4_29
Autor:
Raghav Moyade, S. N. Madhekar
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811303647
This paper presents a passive control strategy for 20-story nonlinear benchmark building using Shape Memory Alloy (SMA)-based damper. The problem for seismically excited nonlinear benchmark buildings was published with a goal to provide a clear basis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::affe6fc05d36ebfa00392f9154d70f96
https://doi.org/10.1007/978-981-13-0365-4_28
https://doi.org/10.1007/978-981-13-0365-4_28