Zobrazeno 1 - 10
of 12
pro vyhledávání: '"R. W. G. Blakeley"'
Autor:
R. W. G. Blakeley
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 10:226-237
This paper is the result of deliberations of the Society's discussion group on seismic design of ductile moment resisting reinforced concrete frames.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec06921b6c4855db69586cc7ecbb3aae
https://doi.org/10.5459/bnzsee.10.4.226-237
https://doi.org/10.5459/bnzsee.10.4.226-237
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 13:294-301
Seismic design of bridges
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1ab23665429c0214d60c6d944201648e
https://doi.org/10.5459/bnzsee.13.3.294-301
https://doi.org/10.5459/bnzsee.13.3.294-301
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 12:238-255
The paper describes the testing of two reinforced concrete beam-column joint units tested under incremented-static cyclic loading. The full size test units were based upon an interior beam-column joint of a four-storey framed building designed to the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a74f4210c63ca342e5ee6e7c4612309
https://doi.org/10.5459/bnzsee.12.3.238-255
https://doi.org/10.5459/bnzsee.12.3.238-255
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 8:278-290
An investigation is described into the effect of various combinations of the normal modes of vibration of cantilever shear wall structures on the maximum shears at flexural capacity. It is shown that the base shear can be much higher than would be de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b7ea5b5772d7dad5e8dcde688b2751a1
https://doi.org/10.5459/bnzsee.8.4.278-290
https://doi.org/10.5459/bnzsee.8.4.278-290
Autor:
R. W. G. Blakeley
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 7:130-143
This paper provides background information on the provisions of the proposed New Zealand Standard Code of Practice for General Structural Design and Design Loadings relating to the separation of non-structural elements from the structure, and the sep
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d663d6a2eceb635e3fb5040bb2df607
https://doi.org/10.5459/bnzsee.7.3.130-143
https://doi.org/10.5459/bnzsee.7.3.130-143
Autor:
R. W. G. Blakeley
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 8:170-173
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7390f48d6644acae8e0c3664bbd21da2
https://doi.org/10.5459/bnzsee.8.2.170-173
https://doi.org/10.5459/bnzsee.8.2.170-173
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 13:264-268
Seismic design of bridges
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff11eded10644cc69379d99fce277a54
https://doi.org/10.5459/bnzsee.13.3.264-268
https://doi.org/10.5459/bnzsee.13.3.264-268
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 8:38-69
The design, construction and testing of two large reinforced concrete beam-column assemblies, representing an interior and an exterior joint, are described. Member details were based on an actual frame building designed by the M.W.D. Extensive result
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f581b31e9bfd5d54bea19d867fb5f21
https://doi.org/10.5459/bnzsee.8.1.38-69
https://doi.org/10.5459/bnzsee.8.1.38-69
Autor:
R. W. G. Blakeley, Robert Park
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 4:145-170
An analytical determination of the moment-curvature relationships of prestressed concrete members under high intensity monotonic loading is presented, and compared with experimental results. The effects on ductility of such variables as transverse re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e830205df5ff91049591eb5e78cdf86
https://doi.org/10.5459/bnzsee.4.1.145-170
https://doi.org/10.5459/bnzsee.4.1.145-170
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 3:3-23
The use of prestressed concrete components has been accepted for many years for structures under gravity loading. The applications of the material are increasing rapidly, encouraged by such advantages as the possibility of pleasing architectural form
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30bd89db3a49c40d6bc59ef7c75d21fe
https://doi.org/10.5459/bnzsee.3.1.3-23
https://doi.org/10.5459/bnzsee.3.1.3-23