Zobrazeno 1 - 10
of 14
pro vyhledávání: '"H. M. Irvine"'
Autor:
H. M. Irvine
Publikováno v:
Journal of Applied Mechanics. 57:419-422
Results are obtained for the free vibrations of suspended cables for which longitudinal end restraint is supplied by friction. The problem is germane to submarine telecommunication cables. It is shown that all modes of vibration are independent of an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::443de4a906873805a6a1fc11ec060e68
https://doi.org/10.1115/1.2892006
https://doi.org/10.1115/1.2892006
Autor:
H. M. Irvine
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 9:195-198
A response spectrum technique is applied to two well known linear elastic continuous models of slender high rise buildings in order to obtain likely positions for the centres of earthquake loading. The models chosen are the uniform cantilever shear b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa4981d12d85eb85af8e959e52d2c0de
https://doi.org/10.5459/bnzsee.9.4.195-198
https://doi.org/10.5459/bnzsee.9.4.195-198
Autor:
H. M. Irvine, J. H. Griffin
Publikováno v:
Earthquake Engineering & Structural Dynamics. 4:389-402
Linearized equations are derived to account for the additional tensions and deflections induced by dynamically exciting a suspended cable. Wave-type and modal solutions are presented to explore the influence of a fundamental geometric and elastic par
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::313331682d323d10ed8da458bf5b1232
https://doi.org/10.1002/eqe.4290040406
https://doi.org/10.1002/eqe.4290040406
Autor:
H. M. Irvine, T. K. Caughey
Publikováno v:
Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences. 341:299-315
A linear theory is developed for the free vibrations of a uniform suspended cable in which the ratio of sag to span is about 1:8, or less. Both in-plane and out-of-plane motion is considered. It is shown that the analysis of the symmetric in-plane mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::56c574d7090f2f8da0e3a7c7bd6003e0
https://doi.org/10.1098/rspa.1974.0189
https://doi.org/10.1098/rspa.1974.0189
Autor:
H. M. Irvine
Publikováno v:
Earthquake Engineering & Structural Dynamics. 8:267-273
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::febabeac582e2ad0cb3a2611b5e805e8
https://doi.org/10.1002/eqe.4290080306
https://doi.org/10.1002/eqe.4290080306
Autor:
H. M. Irvine
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 11:71-75
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30e04935d1074a1a5e10c6e62ae596bc
https://doi.org/10.5459/bnzsee.11.1.71-75
https://doi.org/10.5459/bnzsee.11.1.71-75
Autor:
K. M. Dempsey, H. M. Irvine
Publikováno v:
Earthquake Engineering & Structural Dynamics. 6:511-515
General expressions are derived for the numerical evaluation of Duhamel's integral and its derivative. The work comprises an extension (to unequal time steps) and an application (to a piecewise linear forcing function) of the numerical integration ap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7558929746783656038e34152114d110
https://doi.org/10.1002/eqe.4290060507
https://doi.org/10.1002/eqe.4290060507
Autor:
R. C. Fenwick, H. M. Irvine
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 10:174-185
The results of tests on four beam-column joint specimens are reported. It is shown that a joint which contained bond plates to prevent a bond failure of the flexural reinforcement in the joint, and was proportioned to limit yielding of the steel in t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cc451bfeb91eb190b4a2902b2d182b9f
https://doi.org/10.5459/bnzsee.10.4.174-185
https://doi.org/10.5459/bnzsee.10.4.174-185
Autor:
H. M. Irvine
Publikováno v:
Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences. 350:317-334
A study is made of the linear theory of free vibrations of membranes in which, owing to the self-weight of the membrane, some sag is present in the static profile. The theory applies only to those membranes with relatively shallow profiles. However,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f40b2b1407fdf53189cf1c01fbbcab26
https://doi.org/10.1098/rspa.1976.0110
https://doi.org/10.1098/rspa.1976.0110
Autor:
H. M. Irvine
Publikováno v:
The Quarterly Journal of Mechanics and Applied Mathematics. 33:227-234
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46ae2b62d489ff9ca0ce56d46773648f
https://doi.org/10.1093/qjmam/33.2.227
https://doi.org/10.1093/qjmam/33.2.227