Zobrazeno 1 - 10
of 61
pro vyhledávání: '"B. Shing"'
Publikováno v:
International Journal of Horticultural Science, Vol 22, Iss 1-2 (2016)
An investigation was conducted on uniform, healthy, eight year old trees of Nagpur mandarin (citrus reticulata Blanco) at Fruit Research Farm, Department of Fruit Science at College of Horticulture and Forestry, Jhalawar during 16 September, 2014 to
Externí odkaz:
https://doaj.org/article/788c0b2017b34109a8c1b48c22454d71
Akademický článek
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Publikováno v:
Zheng, Y; McCartney, JS; Shing, PB; & Fox, PJ. (2018). Transverse shaking table test of a half-scale geosynthetic reinforced soil bridge abutment. GEOSYNTHETICS INTERNATIONAL, 25(6), 582-598. doi: 10.1680/jgein.18.00019. UC San Diego: Retrieved from: http://www.escholarship.org/uc/item/7tk8849s
GEOSYNTHETICS INTERNATIONAL, vol 25, iss 6
GEOSYNTHETICS INTERNATIONAL, vol 25, iss 6
This paper presents an experimental study on the response of a half-scale geosynthetic reinforced soil (GRS) bridge abutment subjected to shaking in the direction transverse to the bridge beam. The specimen geometry, reinforcement stiffness, soil mod
Publikováno v:
Brick and Block Masonry-From Historical to Sustainable Masonry ISBN: 9781003098508
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0a50bf73f2d0d27080bbd508aab94115
http://hdl.handle.net/11583/2857254
http://hdl.handle.net/11583/2857254
Publikováno v:
Di Trapani, F; Shing, PB; & Cavaleri, L. (2018). Macroelement Model for In-Plane and Out-of-Plane Responses of Masonry Infills in Frame Structures. JOURNAL OF STRUCTURAL ENGINEERING, 144(2), 04017198-04017198. doi: 10.1061/(ASCE)ST.1943-541X.0001926. UC San Diego: Retrieved from: http://www.escholarship.org/uc/item/67r8k8df
JOURNAL OF STRUCTURAL ENGINEERING, vol 144, iss 2
Journal of Structural Engineering, vol 144, iss 2
JOURNAL OF STRUCTURAL ENGINEERING, vol 144, iss 2
Journal of Structural Engineering, vol 144, iss 2
A new macroelement model is presented in this paper for the simulation of the in-plane (IP) and out-of-plane (OOP) response of infilled frames subjected to seismic actions. The model consists of two diagonal, one horizontal, and one vertical struts.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b1aadc32a947ea61d61efa4b0b0573d9
http://www.escholarship.org/uc/item/67r8k8df
http://www.escholarship.org/uc/item/67r8k8df
A new fiber macro-model for the simulation of combined in-plane and out-of plane response of infilled frames subjected to seismic actions is presented in the paper. The model consists of 4 pinned struts (two diagonals, one horizontal and one vertical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::d16050635db5a496d8ecbcef2e54e831
http://hdl.handle.net/11583/2678420
http://hdl.handle.net/11583/2678420
Publikováno v:
Brick and Block Masonry ISBN: 9781315374963
This chapter suggests that an extension of the capability of the traditional inplane macro-models to capture the simultaneous in-plane and Out-Of-Plane (OOP) response of infills. A new simplified macro-model for the assessment of both in plane and ou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e9b2e1d10b3351cb94b993c1ad33ca9a
https://doi.org/10.1201/b21889-164
https://doi.org/10.1201/b21889-164
Autor:
Andreas Stavridis, P. B. Shing, David I. McLean, Richard E. Klingner, Farhad Ahmadi, Marios Mavros
Publikováno v:
Journal of Structural Engineering. 142
This paper presents the shake-table tests of a full-scale, two-story, reinforced masonry shear-wall structure designed by a displacement-based method. The test structure had two T-sectioned and one rectangular-sectioned wall components along the dire
Autor:
Farhad Ahmadi, Richard E. Klingner, David I. McLean, P. B. Shing, Marios Mavros, Andreas Stavridis
Publikováno v:
Journal of Structural Engineering. 142
This paper presents the shake-table tests of a full-scale, 3-story, reinforced concrete masonry structure. The structure was a special reinforced masonry shear wall system designed according to current code provisions for an area of high seismicity.
Publikováno v:
Earthquake Engineering & Structural Dynamics. 41:1089-1108
SUMMARY This paper presents the shake-table tests of a 2/3-scale, three-story, two-bay, reinforced concrete frame infilled with unreinforced masonry walls. The specimen is representative of the construction practice in California in the 1920s. The re