Zobrazeno 1 - 10
of 3 037
pro vyhledávání: '"shake table"'
Autor:
Zain Ul Abidin, Khan Shahzada, Akhtar Gul, Yousef Alqaryouti, Marc Azab, Muhammad Rizwan, Attaur Rahman
Publikováno v:
Cogent Engineering, Vol 11, Iss 1 (2024)
The strengthening of masonry infill wall panels (MIWPs) in reinforced concrete (RC) frame structures is of prime importance due to their failure in the in-plane and out-of-plane direction, as evidenced by past earthquakes. This research study applies
Externí odkaz:
https://doaj.org/article/57d5b81e2a67491fa53ac496c41a317a
Publikováno v:
Vibration, Vol 7, Iss 1, Pp 64-82 (2024)
Low-income regions do not have the economic strength to use conventional isolators; therefore, low-cost alternatives are needed. The recent series of earthquakes in Turkey has once again demonstrated the destructive power of this natural disaster and
Externí odkaz:
https://doaj.org/article/fa89834ba3f6466e8f433d3d88b548c5
Publikováno v:
Buildings, Vol 14, Iss 11, p 3543 (2024)
A nonlinear energy sink (NES) has such advantages as controlling broader band responses and better robustness than conventional control devices like tuned mass dampers (TMDs). In this research, a cubic stiffness NES mitigating the dynamic responses o
Externí odkaz:
https://doaj.org/article/a28a40c8554f41ae8232fb52bf5aaa64
Publikováno v:
Buildings, Vol 14, Iss 10, p 3268 (2024)
Critical structures such as hospitals, high-precision manufacturing facilities, telecommunications centers, and fire stations, especially, need to maintain their functionality even during severe earthquakes. In this sense, seismic isolation technolog
Externí odkaz:
https://doaj.org/article/9ff76304e37544afbb31e6929c7030da
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 10, Pp 2701-2719 (2023)
In this research, two shake table experiments were conducted to study the effects of non-liquefiable crust layer and superstructure mass on the responses of two sets of 2 × 2 pile groups to liquefaction-induced lateral spreading. In this regard, an
Externí odkaz:
https://doaj.org/article/12d8ce3c51524d5f9bc57d967744eaed
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 3, Pp 199-216 (2023)
Advancements in technology and material sciences lead new solutions to be used in civil engineering. PolyUrethane Flexible Joints (PUFJ) and Fiber Reinforced PolyUrethanes (FRPU) are among those innovative solutions. PUFJ implemented systems comprise
Externí odkaz:
https://doaj.org/article/975efa1ec12d404caa6ca6f87935cdf5
Autor:
Stylianos Kallioras, António A. Correia, Paulo X. Candeias, Alfredo Campos Costa, Francesco Graziotti
Publikováno v:
Data in Brief, Vol 52, Iss , Pp 109813- (2024)
This data paper outlines detailed information on the acquisition and use of sensor measurements from shake-table experiments on a full-scale unreinforced masonry building. The tests were carried out at the shake-table facilities of the National Labor
Externí odkaz:
https://doaj.org/article/7dab0cadf2ab4130bd23c2f12abbea98
Publikováno v:
Earthquake Research Advances, Vol 4, Iss 1, Pp 100236- (2024)
To enable the experimental assessment of the seismic performance of full-scale nonstructural elements with multiple engineering parameters (EDPs), a three-layer testbed named Nonstructural Element Simulator on Shake Table (NEST) has been developed. T
Externí odkaz:
https://doaj.org/article/d02d1a1362824199923081f60eda3ad9