Zobrazeno 1 - 10
of 383
pro vyhledávání: '"Soil-structure interaction (SSI)"'
Publikováno v:
Geomechanics and Geophysics for Geo-Energy and Geo-Resources, Vol 10, Iss 1, Pp 1-20 (2024)
Abstract Deploying higher-capacity offshore wind turbines to meet the growing energy demand poses a significant challenge in designing their foundations. Monopiles currently constitute 80% of the foundation installations for these turbines. This stud
Externí odkaz:
https://doaj.org/article/302218bfba124797ad9f9cfc08f10eab
Publikováno v:
Results in Engineering, Vol 22, Iss , Pp 102023- (2024)
The aim of this paper is to give a comprehensive awareness of some substantial factors including the influences of the embedment level of a building and the presence of dead loading which affect the structure-soil-structure interaction (SSSI) of near
Externí odkaz:
https://doaj.org/article/28e7e9557bb94fc883fb575fa7f24aab
Autor:
Y. Menasri, M. Brahimi
Publikováno v:
Journal of Applied Science and Engineering, Vol 27, Iss 2, Pp 2075-2085 (2023)
Ground vibrations caused by soil-structure (SSI) can be magnified or de-amplified, and estimating them is essential for seismic designs and fragility assessments. Field survey reports show that SSI is an important factor causing severe damage to stru
Externí odkaz:
https://doaj.org/article/089ef4f8170c4123a1b0ba415b59aab1
Autor:
Lila Dhar Sigdel, Minghao Lu, Ahmed Al-qarawi, Chin Jian Leo, Samanthika Liyanapathirana, Pan Hu
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 8, Pp 2132-2146 (2023)
The thermally induced cyclic loading on integral bridge abutments causes soil deformation and lateral stress ratcheting behind the abutment wall due to the expansion and contraction of the bridge deck. The forward and backward movements of the abutme
Externí odkaz:
https://doaj.org/article/c6251d71a9fb4b98b90e51cb8c4ef322
Publikováno v:
Buildings, Vol 14, Iss 6, p 1803 (2024)
Simplified methods of static free head stiffness of the semi-rigid foundation under lateral loads were limited to flexible or rigid behavior by the critical length of piles. This would lead to errors when predicting the static or dynamic performance
Externí odkaz:
https://doaj.org/article/1ec0afd81f534c2db2827116775786bc
Autor:
Paraskevi K. Askouni
Publikováno v:
Infrastructures, Vol 9, Iss 5, p 80 (2024)
Following effective seismic codes, common buildings are considered to be made of the same material throughout the story distribution and based on an ideal rigid soil. However, in daily construction practice, there are often cases of buildings formed
Externí odkaz:
https://doaj.org/article/04918ddeb30d4fdfb807de5dcf5b1970
Autor:
Sumin Song, Sangseom Jeong
Publikováno v:
Buildings, Vol 14, Iss 5, p 1382 (2024)
The dynamic behavior of a pile-supported structure with a base isolator was investigated by using 1 g shaking table model tests considering soil–structure interaction (SSI). The emphasis was placed on evaluating the effect of the with/without devel
Externí odkaz:
https://doaj.org/article/e4fd63925d5f4253bc2e951e0261db61
Autor:
Duong Hong Tham
Publikováno v:
Ho Chi Minh City Open University Journal of Science - Engineering and Technology, Vol 12, Iss 2, Pp 99-110 (2022)
This paper studies the damping characteristics of the soil foundation under a building concerning the Soil-Structure Interaction (SSI). By considering a multi-story building resting on a piled raft foundation as a typical SSI system, subjected to an
Externí odkaz:
https://doaj.org/article/7a806d1899624c95a1af9fad55df0635
Autor:
Farzaneh Modiri, Ehsan Darvishan
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 10, Iss 4, Pp 97-108 (2022)
Considering the dependency of control algorithms to the structural dynamic properties that are affected by soil structure interactions (SSI), the investigation of SSI effect on different control methods has gained great importance. Backstepping desig
Externí odkaz:
https://doaj.org/article/2d67255e9cda438fa9937627f7ad30c6
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