Zobrazeno 1 - 10
of 16
pro vyhledávání: '"G. I. B. Rankin"'
Autor:
G. I. B. Rankin, Adrian Long
Publikováno v:
Engineering Structures. 178:37-54
This paper presents an improved rational method for predicting the punching strength of conventional reinforced concrete slab-column specimens extending to the nominal line of contraflexure in a flat slab structure. The proposed method of analysis is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf83620291a08be62544c30c7e70065f
https://doi.org/10.1016/j.engstruct.2018.10.014
https://doi.org/10.1016/j.engstruct.2018.10.014
Autor:
Ryan Dillon, G. I. B. Rankin
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 166:521-536
This limited experimental investigation examined the relationships between the compressive strengths of cubes, cylinders, cores and the estimated compressive strengths derived from pull-off tests for a relatively low-strength structural-grade concret
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad9dab4392a1e816dab1bff2291f4662
https://doi.org/10.1680/stbu.11.00075
https://doi.org/10.1680/stbu.11.00075
Publikováno v:
Cement and Concrete Composites. 33:668-679
Various industrial by-products, such as fly ash, ground granulated blast-furnace slag and silica fume, have been used in concrete to improve its properties. This also enables any environmental issues associated with their disposal. Another material t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73df7d033fd3cf84fbca03cfcf1e0ce1
https://doi.org/10.1016/j.cemconcomp.2011.03.010
https://doi.org/10.1016/j.cemconcomp.2011.03.010
Publikováno v:
Biosystems Engineering. 106:433-439
The farm production of silage as a winter-feed supplement is widespread. However, the bins in which silage is produced are subject to acidic and microbial attacks. Both these types of attack can lead to a weakening and failure of the concretes, espec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86cef23740f084bb5dd0466fee583c07
https://doi.org/10.1016/j.biosystemseng.2010.05.007
https://doi.org/10.1016/j.biosystemseng.2010.05.007
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 162:151-159
This paper presents the experimental results of loading tests on two 18 m span tapered member portal frames designed to BS 5950. Deflection test results for vertical, lateral and combined loading cases are compared with the predictions given by elast
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e1b3fb4ec8eb3768761548527c0542ff
https://doi.org/10.1680/stbu.2009.162.3.151
https://doi.org/10.1680/stbu.2009.162.3.151
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 158:343-353
This paper describes an experimental investigation that involved the monitoring of crack movements in the copper-clad brickwork dome roof of an historic building known as Mussenden Temple—a National Trust property located on the north coast of Nort
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e059de3c6948bca68bb4ab7a25943b49
https://doi.org/10.1680/stbu.2005.158.6.343
https://doi.org/10.1680/stbu.2005.158.6.343
Publikováno v:
Proceedings of the Institution of Civil Engineers - Bridge Engineering. 156:81-90
Deterioration of bridge deck slabs due to corrosion of reinforcement has become increasingly evident over the past 40 years and continues to be the cause of costly repair programmes. Detailing to reduce the risk of corrosion is simpler if the percent
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64c6479df7f9fb3a9493b9c1bfa8a8ad
https://doi.org/10.1680/bren.2003.156.2.81
https://doi.org/10.1680/bren.2003.156.2.81
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 156:63-74
A combined experimental and analytical investigation into the effects of arching action on the ultimate strength of reinforced concrete rectangular and Tee beams is presented in this paper. An existing flexural method for rectangular section slab str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76373218ee747540dac28e52ceec66d1
https://doi.org/10.1680/stbu.2003.156.1.63
https://doi.org/10.1680/stbu.2003.156.1.63
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 146:353-362
The corrosion of reinforcement in bridge deck slabs has been the cause of major deterioration and high costs in repair and maintenance. This problem could be overcome by reducing the amount of reinforcement and/or altering the location. This is possi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7bae3a7ef82933eeeeae472790af327a
https://doi.org/10.1680/stbu.2001.146.4.353
https://doi.org/10.1680/stbu.2001.146.4.353
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 146:217-226
This paper presents the results of an experimental study of the ultimate load capacity of composite metal decking/concrete floor slabs. Full-scale in situ testing of composite floor slabs was carried out in the Building Research Establishment's Large
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::501c2eb25b941a0a5872ae39f3957cbe
https://doi.org/10.1680/stbu.2001.146.2.217
https://doi.org/10.1680/stbu.2001.146.2.217