Zobrazeno 1 - 10
of 5 454
pro vyhledávání: '"Shaking Table Test"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-20 (2024)
Abstract This study conducted vehicle-track shaking table model tests at the Seismic Laboratory of the China Academy of Building Research, employing both unidirectional (horizontal) and bidirectional (horizontal and vertical) seismic waves. Discussio
Externí odkaz:
https://doaj.org/article/53eab5ce50a24028b4a140ecb298b909
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-17 (2024)
Abstract A large-scale shaking table test of a living stump slope with a geometric similarity ratio of 1:7 was designed and completed. The peak acceleration, acceleration amplification factor, and displacement response patterns of living stumps slope
Externí odkaz:
https://doaj.org/article/a4b32198303d4ea6a9fdacc9a9fa8cc3
Autor:
M. Yazdandoust, A.H. Rasouli Jamnani
Publikováno v:
مهندسی عمران شریف, Vol 40, Iss 2, Pp 3-15 (2024)
A pseudo-static coefficient is required for pseudo-static analysis of mechanically stabilized earth (MSE) walls, but there are no clear criteria for its selection. The current study assessed the horizontal pseudo-static coefficient (kh) for MSE walls
Externí odkaz:
https://doaj.org/article/e35832537e5f41d78ff82cb34592426d
Stability of bedded rock slopes subjected to hydro-fluctuation and associated strength deterioration
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 8, Pp 3233-3257 (2024)
Reservoir-induced earthquakes (RIEs) occur frequently in the Three Gorges Reservoir Area (TGRA) and the rock mass strength of the hydro-fluctuation belt (HFB) deteriorates severely due to the reservoir-induced seismic loads. Three models of typical b
Externí odkaz:
https://doaj.org/article/cb151704da4846c18cb9a6a197ae74c0
Publikováno v:
Journal of Asian Architecture and Building Engineering, Vol 0, Iss 0, Pp 1-17 (2024)
In this study, a scale model was created based on field investigation and design standards to evaluate the structural safety of a vertical hydrogen storage vessel stored in gas and liquid form during an earthquake, and a shaking table test was perfor
Externí odkaz:
https://doaj.org/article/0a914b8403bd4fe4aead21cd1ac915d2
Publikováno v:
Shanghai Jiaotong Daxue xuebao, Vol 58, Iss 7, Pp 1086-1096 (2024)
In order to study the difference of dynamic response between large diameter variable section single pile and pile group foundations in seismic subsidence soil with different thicknesses under ground motion, based on the Xiang’an Bridge of Xiamen Se
Externí odkaz:
https://doaj.org/article/d1fef1e8013b4151aa983a951d52706f
Autor:
Jiro Takagi, Takeshi Masui, Yoshikazu Araki, Kohju Ikago, Sanjay Pareek, Sanghun Lee, Yusuke Suzuki, Ryuta Enokida, Jia Guo, Kshitij C. Shrestha, Iori Fukuda, Hayato Miyagawa
Publikováno v:
Frontiers in Built Environment, Vol 10 (2024)
A low-cost rolling base isolation system (RBIS) for rubble stone masonry buildings in the Himalayan mountain range was presented and the feasibility of RBIS in the initial conditions installed in the buildings were evaluated in experiments and simple
Externí odkaz:
https://doaj.org/article/05600a09ea2f491094abc7c2a63ad1e2
Publikováno v:
مهندسی عمران شریف, Vol 40, Iss 1, Pp 135-147 (2024)
Helical nails are a new type of reinforcement element that has been widely used during the last decade. This has caused that despite their widespread use, the seismic behavior of geotechnical structures reinforced by them is still unknown. Therefore,
Externí odkaz:
https://doaj.org/article/35b642610b9b4cb2a6b99ec65cecc6f9
Akademický článek
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Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02725- (2024)
This study presents the shaking table test results of two-dimensional reinforced concrete (RC) frames retrofitted with a simplified friction damped brace. An easy-to-manufacture and install friction damper with economical design, was proposed and tes
Externí odkaz:
https://doaj.org/article/32cc522028544c389dadad8643433482