Zobrazeno 1 - 10
of 14
pro vyhledávání: '"M. T. Nikoukalam"'
Autor:
Petros Sideris, M. T. Nikoukalam
Publikováno v:
Journal of Structural Engineering. 147
This paper, which is the second of two companion papers, presents the results of a large-scale testing program on a novel bridge column design, termed polyurethane (PU)-enhanced rocking col...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe410c05bcb86e0692bec8f569861a8e
https://doi.org/10.1061/(asce)st.1943-541x.0003079
https://doi.org/10.1061/(asce)st.1943-541x.0003079
Autor:
Petros Sideris, M. T. Nikoukalam
Publikováno v:
Journal of Structural Engineering. 147
This paper, which is the first of two companion papers, investigates the performance of a novel bridge column design, termed polyurethane (PU)-enhanced rocking column with energy dissipatio...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f31bd71141ec787fd95e9b8717fe164
https://doi.org/10.1061/(asce)st.1943-541x.0003078
https://doi.org/10.1061/(asce)st.1943-541x.0003078
Publikováno v:
Journal of Constructional Steel Research. 154:197-208
Seismic codes specify a minimum beam span-to-depth ratio for moment resisting frames to ensure formation of plastic hinges at beam ends with adequate length. This minimum beam span-to-depth limitation is at odds with the need for shorter spans to con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::399e8e8cce1087c27f4f4ce66487ebc0
https://doi.org/10.1016/j.jcsr.2018.11.027
https://doi.org/10.1016/j.jcsr.2018.11.027
Publikováno v:
Earthquake Engineering & Structural Dynamics. 47:1440-1459
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e5d1d735e08d48558cf561c795984891
https://doi.org/10.1002/eqe.3024
https://doi.org/10.1002/eqe.3024
Publikováno v:
Engineering Structures. 143:232-244
This paper introduces a robust path-following method for pushover analysis of softening structures due to geometric and/or material nonlinearities. The proposed method is a generalized form of the conventional normal flow method (NFM) that provides d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa76923832351d2381291d03c9a5a487
https://doi.org/10.1016/j.engstruct.2017.03.073
https://doi.org/10.1016/j.engstruct.2017.03.073
Autor:
Petros Sideris, M. T. Nikoukalam
Publikováno v:
Journal of Engineering Mechanics. 145
This paper introduces a novel nonlocal hardening-damage model for beams and integrates it within a flexibility-based frame element formulation. The proposed formulation eliminates strain si...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a88a64cd2a5b2a9259398bdd69e26f6
https://doi.org/10.1061/(asce)em.1943-7889.0001659
https://doi.org/10.1061/(asce)em.1943-7889.0001659
Autor:
Petros Sideris, M. T. Nikoukalam
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2592:151-161
A computational parametric study leading toward the development of a new type of low-damage precast concrete segmental column for accelerated bridge construction in seismic areas is outlined. In contrast to conventional monolithic concrete constructi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::704789a6951621d11d8bcd7d6c247c23
https://doi.org/10.3141/2592-17
https://doi.org/10.3141/2592-17
Publikováno v:
Journal of Constructional Steel Research. 114:349-361
Codes require that the span-to-depth ratio of the beams in moment resisting frames (MRF) should be limited to guarantee the development of plastic hinges with a sufficient length at beam ends. This requirement limits the application of MRFs mostly in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa8e116e3292fc9c96c5cedbd19be8b2
https://doi.org/10.1016/j.jcsr.2015.08.008
https://doi.org/10.1016/j.jcsr.2015.08.008
Autor:
Petros Sideris, M. T. Nikoukalam
Publikováno v:
Journal of Bridge Engineering. 22
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::075c8cd264944e9fdad0dda3c6157231
https://doi.org/10.1061/(asce)be.1943-5592.0001069
https://doi.org/10.1061/(asce)be.1943-5592.0001069
Autor:
Petros Sideris, M. T. Nikoukalam
Publikováno v:
Journal of Structural Engineering. 143
This paper presents an experimental study investigating the effect of partial debonding of longitudinal reinforcement at the location of the plastic hinge on the performance of reinforced c...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a881153c621c1b3aadfbbdc6523fc2c
https://doi.org/10.1061/(asce)st.1943-541x.0001708
https://doi.org/10.1061/(asce)st.1943-541x.0001708