Zobrazeno 1 - 10
of 5 935
pro vyhledávání: '"earthquake shaking"'
Publikováno v:
Civil Engineering Dimension, Vol 21, Iss 1, Pp 1-5 (2019)
Modern seismic design and technologies have undergone tremendous developments. In modern design codes, building structures subjected to high earthquake loads are allowed to experience plastic deformations without collapsing, and the design is permitt
Externí odkaz:
https://doaj.org/article/017ccaaa4dc8498a8c8f46c990ff9fc5
Publikováno v:
Geosynthetics International. 29:555-574
Improving the characteristics of local low-strength soils at the construction site is one of the appropriate approaches to employ the soils as a backfill of geogrid-reinforced soil (GRS) walls. In this study, the fiber-cement-treated sand–silt mixt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6262d98d8b86e1e37c54ea02dc91c7cf
https://doi.org/10.1680/jgein.21.00019a
https://doi.org/10.1680/jgein.21.00019a
Publikováno v:
Underground Space. 7:798-811
Seismic responses of utility tunnel-soil system were studied via shaking table model tests with considerations of two kinds of double box utility tunnels: with and without joint connections. These two testing utility tunnel models were made of galvan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6972d4722758b7558b63cdabefd46aa1
https://doi.org/10.1016/j.undsp.2021.08.001
https://doi.org/10.1016/j.undsp.2021.08.001
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 22:208-223
Reduced-scale shaking table tests were performed on steel-strip back-to-back mechanically stabilised earth (MSE) wall models to evaluate the effect of the overlap length of the reinforcements (LR) and the connection arrangement of the opposing walls
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24769adbfcd6910ccfc813c0aa7b5588
https://doi.org/10.1680/jphmg.20.00088
https://doi.org/10.1680/jphmg.20.00088
Shaking table test of combination isolation plate-shell integrated concrete liquid-storage structure
Publikováno v:
Canadian Journal of Civil Engineering. 49:1014-1025
To obtain the seismic performance of plate-shell integrated concrete liquid-storage structures (PSICLSS), a scale test model was built for shaking table testing. A combination isolation layer is proposed, and the dynamic responses of non-isolation an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::696d5fb51d4584c7931b6f50565d97a5
https://doi.org/10.1139/cjce-2021-0309
https://doi.org/10.1139/cjce-2021-0309
Publikováno v:
Canadian Geotechnical Journal. 59:994-1006
A series of shaking table model tests were performed to examine the effects of deep cement mixing (DCM) columns with different reinforcement depths on the seismic behavior of a pile group in liquefiable sand. Due to the DCM column reinforcement, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a88fad021deb6eaa60526608e28cf2c5
https://doi.org/10.1139/cgj-2020-0505
https://doi.org/10.1139/cgj-2020-0505
Publikováno v:
IEEE Transactions on Systems, Man, and Cybernetics: Systems. 52:2184-2200
In structural health monitoring (SHM), measuring and evaluating structural dynamic responses are critical for safety management of civil infrastructures. Particularly, online forecasting of the structural responses under extreme external loading cond
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e74678a79c224717960aa7762c13a795
https://doi.org/10.1109/tsmc.2020.3048696
https://doi.org/10.1109/tsmc.2020.3048696
Publikováno v:
Geosynthetics International. 29:163-173
This study is aimed at improving the seismic stability of bridge abutments. To study the effects of the combined use of a block of expanded polystyrene (EPS) and geogrid, a series of 1 g shaking table tests were conducted on a reduced-scale model of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6eebdad0239701db1b2a64fd77fc3f6
https://doi.org/10.1680/jgein.21.00037
https://doi.org/10.1680/jgein.21.00037
Publikováno v:
Alexandria Engineering Journal, Vol 61, Iss 3, Pp 2146-2154 (2022)
Numerical analysis of collision is an important aspect of bridge seismic research. This paper introduces precise integration to the numerical analysis of seismic collision. Firstly, the collision forces of four contact element models were expressed i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7bef248518171eda229b40afb5e02a67
https://doi.org/10.1016/j.aej.2021.07.036
https://doi.org/10.1016/j.aej.2021.07.036
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