Zobrazeno 1 - 10
of 61
pro vyhledávání: '"Mahmoud R. Maheri"'
Autor:
M. Talezadeh, Mahmoud R. Maheri
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 47:47-64
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::00f77275197784b47534856b50f56ca0
https://doi.org/10.1007/s40996-022-00964-0
https://doi.org/10.1007/s40996-022-00964-0
Autor:
Mahmoud R. Maheri, A. Fathi
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 46:3995-4018
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73a2504067772fb7d86f46a9f1810ec3
https://doi.org/10.1007/s40996-022-00944-4
https://doi.org/10.1007/s40996-022-00944-4
Publikováno v:
Bulletin of Earthquake Engineering. 20:4065-4095
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b5e522663af309fd5cccd4fb94ba3e8
https://doi.org/10.1007/s10518-022-01364-5
https://doi.org/10.1007/s10518-022-01364-5
Publikováno v:
Structures. 34:4269-4283
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8181e452c95a17f4556d958504f7a65
https://doi.org/10.1016/j.istruc.2021.10.038
https://doi.org/10.1016/j.istruc.2021.10.038
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 46:1011-1025
In this paper, the imperialist competitive optimization algorithm is improved by damage functions to detect damage in a model steel frame test structure for offshore applications. A finite element model of the test structure is developed, validated a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df34b09e226e3abda2f8c141cd6defe2
https://doi.org/10.1007/s40996-021-00743-3
https://doi.org/10.1007/s40996-021-00743-3
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 45:2091-2105
A differential evolution (DE)-based algorithm is used for discrete optimization of steel frames. DE is a simple yet efficient population-based search algorithm, originally proposed for continuous optimization problems. It is based on the same search
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b4f9817599e03d88072bd944979d39c
https://doi.org/10.1007/s40996-021-00711-x
https://doi.org/10.1007/s40996-021-00711-x
Autor:
Mahmoud R. Maheri, M. H. Makiabadi
Publikováno v:
Advances in Structural Engineering. 24:3315-3337
An enhanced symbiotic organisms search (ESOS) algorithm is developed and presented. Modifications to the basic symbiotic organisms search algorithm are carried out in all three phases of the algorithm with the aim of balancing the exploitation and ex
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a19780376bdad3581ecacc7ac18d57e
https://doi.org/10.1177/13694332211026219
https://doi.org/10.1177/13694332211026219
Publikováno v:
Bulletin of Earthquake Engineering. 19:2919-2940
Observations made on the response of historical masonry towers during past earthquakes indicate that in addition to the intensity of the ground shaking, the frequency content of shaking also affects the seismic performance of these monuments. To eval
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::23d2cd681da41616fb056632382fec3c
https://doi.org/10.1007/s10518-021-01097-x
https://doi.org/10.1007/s10518-021-01097-x
Autor:
Mahmoud R. Maheri, Ashkan Torabi
Publikováno v:
Structures. 22:65-75
This paper presents the results of experimental and numerical investigations on flange and web -bonded FRP retrofitting schemes for external RC joints of moment resisting frames. Two, identical full-scale external joints are designed and constructed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8b7015d2d35e56537197022a7ac6491
https://doi.org/10.1016/j.istruc.2019.08.004
https://doi.org/10.1016/j.istruc.2019.08.004
Autor:
M.R. Javanmardi, Mahmoud R. Maheri
Publikováno v:
Finite Elements in Analysis and Design. 165:1-20
In this article, a new algorithm is developed for predicting crack initiation and growth direction in 3D solid concrete. The algorithm combines the anisotropic damage-plasticity model used for simulation of concrete material degradation (crack) and i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c0563480d772cee4b5b6f0965dcbd68
https://doi.org/10.1016/j.finel.2019.07.004
https://doi.org/10.1016/j.finel.2019.07.004