Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Farhad Daneshjoo"'
Publikováno v:
Journal of Structural and Construction Engineering, Vol 7, Iss 2, Pp 5-23 (2020)
Increasing energy consumption in the world raises concerns about future energy supplies. In addition, reducing energy consumption will reduce greenhouse gas emissions, such as CO2. Given that residential buildings have a significant share in energy c
Externí odkaz:
https://doaj.org/article/924bc60c5b07482994fd195a42152a5b
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 7, Iss 1, Pp 83-100 (2019)
With energy resource scarcity and energy crisis in the world, energy efficiency has become a subject of great importance. In warm and humid climates along with cold and mountainous ones, annual energy consumption is too high to achieve desirable livi
Externí odkaz:
https://doaj.org/article/f71db0c872ce44f1ae97c30dbfa579cd
Autor:
Fard, Milad Afarini, Farhad, Daneshjoo, Georgakis, Christos Thomas, Vabbersgaard Andersen, Lars
Publikováno v:
In Structures September 2023 55:2358-2369
Autor:
Soroush Roustazadeh, Farhad Daneshjoo
Publikováno v:
International Journal of Structural Stability and Dynamics.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::408d1413f6e9c06ee8a1a6ee3b7b0038
https://doi.org/10.1142/s0219455423501894
https://doi.org/10.1142/s0219455423501894
Publikováno v:
Structures. 27:595-606
Investigation of a global structural dynamics model of a cable-stayed structure subjected to the cable breakage event requires the determination of the Cable Breakage Equivalent Force with respect to time [CBEF(t)]. The CBEF(t) is an applied axial fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19df9462e0257730ba8898a0b210f17d
https://doi.org/10.1016/j.istruc.2020.05.028
https://doi.org/10.1016/j.istruc.2020.05.028
Publikováno v:
Journal of Vibroengineering, Vol 19, Iss 7, Pp 5421-5433 (2017)
The purpose of this paper is to evaluate the responses of horizontally curved bridges that are affected by vehicles load. The effect of vehicles dynamic loads on bridges is influenced by factors such as geometric characteristics of structures and mov
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::475c39693a7c3daf86170e4a0f47d423
https://www.jvejournals.com/article/19370
https://www.jvejournals.com/article/19370
Publikováno v:
Earthquake Engineering and Engineering Vibration. 16:165-179
In this study the probable seismic behavior of skewed bridges with continuous decks under earthquake excitations from different directions is investigated. A 45° skewed bridge is studied. A suite of 20 records is used to perform an Incremental Dynam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::637b64e2b80ada4812111451267f6567
https://doi.org/10.1007/s11803-017-0375-z
https://doi.org/10.1007/s11803-017-0375-z
Publikováno v:
International Journal of Civil Engineering. 15:473-486
Bridges normally undergo nonlinear deformations during a near-field strong ground motion resulting in a critical deviation of their columns from the plumb state due to considerable residual deformations. The conventional hysteresis models formulated
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7137ecbf9a617796c919a32c5f8a060f
https://doi.org/10.1007/s40999-016-0079-1
https://doi.org/10.1007/s40999-016-0079-1
Publikováno v:
Steel and Composite Structures. 19:237-262
In this study, we try to compare different intensity measures for evaluating nonlinear response of bridge structure. This paper presents seismic analytic fragility of a three-span concrete girder highway bridge. A complete detail of bridge modeling p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e8f1545effd5cee4d24b9e38a0dc405c
https://doi.org/10.12989/scs.2015.19.1.237
https://doi.org/10.12989/scs.2015.19.1.237
Publikováno v:
Scientia Iranica.
Passive energy dissipation devices have been widely used to reduce the maximum responses of structures under seismic loading. Recently, different types of passive energy devices are developed to improve seismic behavior of structures in new construct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58c3e9de7b1c528b2be34608104ae317
https://doi.org/10.24200/sci.2017.4225
https://doi.org/10.24200/sci.2017.4225