Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Hamid Rajabnejad"'
Publikováno v:
Journal of Structural and Construction Engineering, Vol 5, Iss 1, Pp 174-188 (2018)
In the design of high-rise buildings, three parameters such as resistance, hardness and stability are very important and when the height of building rises, effect of toughness and stability in optimum design will be dominate more than of the effects
Externí odkaz:
https://doaj.org/article/7b0b1e86b51b4ea59e6d45a8ad4acc6d
Autor:
Mohammad Amin Abbaszadeh, Hamed Hamidi, Hamid Rajabnejad, Seyed Abolfazl Naseri, Javad Vaseghi Amiri
Publikováno v:
International Journal of Steel Structures. 22:730-747
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e6f5ce2a88e36f3809c4e2e13bf0479b
https://doi.org/10.1007/s13296-022-00602-5
https://doi.org/10.1007/s13296-022-00602-5
Publikováno v:
Asian Journal of Civil Engineering. 23:53-65
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::08d11c2a46a52488da8bc72acf8f0e0d
https://doi.org/10.1007/s42107-021-00408-6
https://doi.org/10.1007/s42107-021-00408-6
Publikováno v:
Asian Journal of Civil Engineering. 22:1639-1653
The point movement is defined by six components (3 translational and 3 rotational). In earthquake ground motion, the transitional components are effortlessly measurable by a motion recording device, while the rotational components are not straightfor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8fd5ff235b037474a96f944f25ce4312
https://doi.org/10.1007/s42107-021-00402-y
https://doi.org/10.1007/s42107-021-00402-y
Application of concrete coupling beams using diagonal reinforcement is a common practice which has certain limitations such as issues associated with their execution and their large depth to satisfy the stiffness, strength, and energy dissipation cri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d74a3306d131e0bc5ba319284c58e7e4
https://doi.org/10.21203/rs.3.rs-1767739/v1
https://doi.org/10.21203/rs.3.rs-1767739/v1
Publikováno v:
Asian Journal of Civil Engineering. 22:313-330
The structural response modification factor (R) is a parameter, which determines the performance of a structure in a nonlinear range during strong earthquakes. Hence, in the previous research, the effect of viscose dampers on the coefficient of struc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e5dcf0a7bb71e9ec1ddf64a62a6cd11a
https://doi.org/10.1007/s42107-020-00315-2
https://doi.org/10.1007/s42107-020-00315-2
Publikováno v:
Soil Dynamics and Earthquake Engineering. 107:116-128
Repeated earthquakes are possible events in seismic zones. The aftershocks can grow so large that they can be regarded as design-level earthquakes. These can affect the nonlinear behavior of structures. Different studies indicated that the destructio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb311fc90e411142b873880051a5a050
https://doi.org/10.1016/j.soildyn.2018.01.010
https://doi.org/10.1016/j.soildyn.2018.01.010