Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Sajad Veismoradi"'
Publikováno v:
Structures. 33:957-970
The Resilient Slip Friction Joint (RSFJ) is a relatively new friction damper developed and introduced in New Zealand. It is used in structures to dissipate the earthquake energy with the advantage of re-centring the structure back to its upright posi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ec4e78482a0ca7d019230bb574e77be
https://doi.org/10.1016/j.istruc.2021.04.101
https://doi.org/10.1016/j.istruc.2021.04.101
Autor:
Pierre Quenneville, Seyed Mohamad Mahdi Yousef-beik, Pouyan Zarnani, Sajad Veismoradi, Hamed Bagheri, Ashkan Hashemi
Publikováno v:
Structures. 26:958-968
The Conventional Timber Brace (CTB) is a simple and economical lateral load resisting system capable of providing a suitable elastic (initial) stiffness, thanks to the stiff behavior of the timber in parallel to the grain direction. However, their in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2e846a8a178182ec2d4dc8110760257
https://doi.org/10.1016/j.istruc.2020.05.029
https://doi.org/10.1016/j.istruc.2020.05.029
Publikováno v:
Soil Dynamics and Earthquake Engineering. 115:205-216
Buckling-Restrained Braced Frames (BRBFs) are among the common seismic resistant systems with many beneficial characteristics such as stable cyclic behavior and high energy dissipation. However, recent studies have shown that BRBFs are susceptible to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45a9fdd3083b23586daa076d69bf2fc5
https://doi.org/10.1016/j.soildyn.2018.08.029
https://doi.org/10.1016/j.soildyn.2018.08.029
Autor:
Sajad Veismoradi, Seyed Mohamad Mahdi Yousef-beik, Ashkan Hashemi, Pouyan Zarnani, Pierre Quenneville
Publikováno v:
Journal of Structural Engineering. 147
This paper investigates the experimental behavior of a self-centering (SC) timber brace that employs the resilient slip friction joint (RSFJ) for energy dissipation. Due to the inherent cha...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::111f193956b24e5ee4598f9b54b0abf5
https://doi.org/10.1061/(asce)st.1943-541x.0002869
https://doi.org/10.1061/(asce)st.1943-541x.0002869
Publikováno v:
Earthquakes and Structures. 12:35-45
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c05546c9b5b6c462a00f8b0b577a30c1
https://doi.org/10.12989/eas.2017.12.1.035
https://doi.org/10.12989/eas.2017.12.1.035
Publikováno v:
Engineering Structures. 235:112097
Rotational friction (RF) dampers are among the efficient energy-absorbing devices with nearly elasto-plastic behavior and stable hysteresis response. However, the lack of self-centering features might result in undesirable residual displacement for t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cd110a1525db8c37124a2b8ed719422d
https://doi.org/10.1016/j.engstruct.2021.112097
https://doi.org/10.1016/j.engstruct.2021.112097
Publikováno v:
International Journal of Steel Structures. 16:831-843
The current paper investigates the effectiveness of using an innovative structural fuse named YBS over the Buckling Restrained Brace (BRB) within the context of performance-based earthquake engineering. To this end, two groups of structures equipped
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1252776690587ef3ad97f01a370c2955
https://doi.org/10.1007/s13296-015-0073-5
https://doi.org/10.1007/s13296-015-0073-5
Publikováno v:
Journal of Vibroengineering, Vol 18, Iss 4, Pp 2293-2303 (2016)
The current paper investigates the effect of Variable Friction System (VFS) on the response of Triple Friction Pendulum Bearing (TFPB) under normal and parallel components of near-fault ground motions. The Triple Variable Friction Pendulum Bearing (T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6bf28bc08b91745a9e0820781b06a64f
https://www.jvejournals.com/article/16280
https://www.jvejournals.com/article/16280
Publikováno v:
Journal of Constructional Steel Research. 169:106035
It has been shown that having a low post-elastic (secondary) stiffness for conventional structures can be beneficial in terms of putting a limit on base shear of the structure although it could result in having a residual and permanent drift. A well-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97d6f875781dba0afcbeaf95e4f9046e
https://doi.org/10.1016/j.jcsr.2020.106035
https://doi.org/10.1016/j.jcsr.2020.106035
Publikováno v:
The Structural Design of Tall and Special Buildings. 26:e1384
Summary Shape memory alloy (SMA) is a unique material with many beneficial characteristics such as superelasticity and excellent resistance against corrosion. However, the high expenses related to the material costs and difficulties associated with i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9180fbe440b66c37bcbb22749081c334
https://doi.org/10.1002/tal.1384
https://doi.org/10.1002/tal.1384