Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Maysam JalilKhani"'
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 10, Iss 3, Pp 81-99 (2022)
Two numerical methods are proposed for dynamic analysis of single-degree-of-freedom systems. Basics of dynamics and elementary tools from numerical calculus are employed to formulate the methods. The energy conservation principles triggered the basic
Externí odkaz:
https://doaj.org/article/bbe30fdc965b4bf4bedaa4053d95932b
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 9, Iss 1, Pp 29-51 (2021)
In the current study, the effect of the extreme lateral loading on the square and circular Reinforced Concrete (RC) columns with and without retrofitting was investigated. 3D finite element modeling of the columns and impact loading condition was per
Externí odkaz:
https://doaj.org/article/88f80442879945f58735503f86843cfc
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 8, Iss 3, Pp 98-108 (2020)
This paper summarizes the lessons learned from a full-scale test on two RC frame prototypes that have recently been tested on LNEC shaking-table using four pairs of biaxial synthetic ground motion records during 15WCEE Conference (2012). The referenc
Externí odkaz:
https://doaj.org/article/4479b2ed59b14e0f8a260b255b4593e6
Publikováno v:
Structures. 51:472-483
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dbe5112ac5ce0dac09ee1b950544c8d3
https://doi.org/10.1016/j.istruc.2023.03.047
https://doi.org/10.1016/j.istruc.2023.03.047
The multi-mode adaptive displacement-based pushover (MADP) method has recently been developed to use the advantages of two advanced ‘multi-mode’ and ‘adaptive’ pushover analysis (POA) methods and accurately estimate the seismic response of RC
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40d34eccd99518d9a84d8acba3c4e99c
https://doi.org/10.21203/rs.3.rs-1684505/v1
https://doi.org/10.21203/rs.3.rs-1684505/v1
Autor:
Abbas Soltani, Ji Yun Lee, Andrzej S. Nowak, M.H. Soltani, Seyed Hooman Ghasemi, Maysam Jalilkhani
Publikováno v:
Journal of Earthquake Engineering. 26:3300-3316
As a matter of fact, structural drift is a random variable that is associated with several bases of the uncertainties related to the loading excitation and structural resistance. Hence, it seems es...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e22699141d7571af8ea9bac8703eea12
https://doi.org/10.1080/13632469.2020.1798829
https://doi.org/10.1080/13632469.2020.1798829
Autor:
Ali Reza Manafpour, Maysam Jalilkhani
Publikováno v:
Journal of Earthquake Engineering. 25:1513-1532
A new rapid analysis method for estimating the seismic collapse capacity of moment-resisting frames is proposed. Numerous generic structures with different structural properties are used to model t...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::037a31a44c7f3013194adfcd7a7ba33f
https://doi.org/10.1080/13632469.2019.1583144
https://doi.org/10.1080/13632469.2019.1583144
Autor:
Amin Moslemi Petrudi, Mehdi Babaei, Somayeh Mollaei, Ionut Cristian Scurtu, Maysam Jalilkhani
Publikováno v:
E3S Web of Conferences, Vol 286, p 04014 (2021)
This paper presents two simple and robust technique for response estimating of single-degree-of-freedom (SDOF) structural systems. The impulse method, because it is formulated based on the fundamentals of dynamics; especially, the linear impulse conc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f4354f6ded77988e4ea8264ef4d8e5fe
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/62/e3sconf_tererd2021_04014.pdf
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/62/e3sconf_tererd2021_04014.pdf
Publikováno v:
Journal of Constructional Steel Research. 189:107098
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91a7c962fff2b68d56a038de4f945abd
https://doi.org/10.1016/j.jcsr.2021.107098
https://doi.org/10.1016/j.jcsr.2021.107098
Publikováno v:
Engineering Structures. 213:110528
The main contribution of this paper is to develop a new multi-mode adaptive pushover analysis procedure for estimating the seismic demands of RC moment-resisting frames. The proposed procedure enhances the seismic demands of conventional pushover ana
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13f78e66405b9a00c413014ebd9e3fe3
https://doi.org/10.1016/j.engstruct.2020.110528
https://doi.org/10.1016/j.engstruct.2020.110528