Zobrazeno 1 - 10
of 19
pro vyhledávání: '"R. G Tyler"'
Autor:
R. G. Tyler
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 24:251-274
The paper discusses the use of rubber bearings in base isolated structures. In Japan alone there are likely to be 100 base-isolated buildings completed by the end of 1994 all of which will be on rubber bearings [Ref 1.2]. A distinction is drawn betwe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb3de3a5418e2f072514d3a110591b9f
https://doi.org/10.5459/bnzsee.24.3.251-274
https://doi.org/10.5459/bnzsee.24.3.251-274
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 13:374-379
The improved M02A version of the M0 (mechanical and optical) type of accelerograph, currently in use in the N.Z. strong-motion recorder network is described. The improvements relate mainly to the mechanical drive, including the film rewind, and to th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e6f2ba921c251bb96b474d53b1f929a9
https://doi.org/10.5459/bnzsee.13.4.374-379
https://doi.org/10.5459/bnzsee.13.4.374-379
Autor:
R. G. Tyler, James L. Beck
Publikováno v:
Bulletin of the Seismological Society of America. 73:297-305
An earthquake alarm system for the Maui A Offshore Platform, which is situated in the Tasman Sea off the coast of New Zealand for the production of natural gas, is described. The function of the alarm system is to give an immediate warning when accel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::713e883065c3c73bdf95fce91385afe9
https://doi.org/10.1785/bssa0730010297
https://doi.org/10.1785/bssa0730010297
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 13:22-36
The development of hysteretic dampers for the protection of structures against earthquake attack, carried out at the Physics and Engineering Laboratory over the past six years, is described. Details of both steel and lead devices and their applicatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59085488b5ff9b392254aa34e7b5f07a
https://doi.org/10.5459/bnzsee.13.1.22-36
https://doi.org/10.5459/bnzsee.13.1.22-36
Autor:
R. G. Tyler
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 11:282-294
The paper describes the testing and design of tapered-steel cantilevers used as energy dissipating devices, manufactured from either round bar or plate, which can be used in isolation systems to protect buildings or bridge decks against earthquake at
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c673e273a012ff5ba31407d1e28b78a
https://doi.org/10.5459/bnzsee.11.4.282-294
https://doi.org/10.5459/bnzsee.11.4.282-294
Autor:
R. G. Tyler
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 18:280-284
Tests were carried out on a brake lining damper intended to dissipate energy between parts of a structure having relative motion during earthquake attack. The device operates by the sliding of a steel plate clamped against a brake lining. Hysteresis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7979e0a8b90f8947b9b80ad89bb5b470
https://doi.org/10.5459/bnzsee.18.3.280-284
https://doi.org/10.5459/bnzsee.18.3.280-284
Autor:
R. G. Tyler
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 16:201-212
While quite slender cross bracing may suffice to maintain rigidity in a braced structure under static loading conditions, during an earthquake progressive slackness develops in the bracings, resulting from overstrain in tension, which gives rise to i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a2baa15a543d3124881e0b8c209284af
https://doi.org/10.5459/bnzsee.16.3.201-212
https://doi.org/10.5459/bnzsee.16.3.201-212
Autor:
R. G. Tyler, W. H. Robinson
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 17:90-105
Dynamic tests on two lead-rubber bearings, 280 x 230 x 113 mm, are described in which a dynamic actuator was used to apply shear displacements of ±10 to ±140 mm at frequencies of 0.1 to 3 Hz, giving shear strains in the rubber of up to ±200%. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a7e1b5ec4f67d97c37271f71a2d87e8
https://doi.org/10.5459/bnzsee.17.2.90-105
https://doi.org/10.5459/bnzsee.17.2.90-105
Autor:
R. G. Tyler
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 10:143-150
Simulated dynamic tests in shear on laminated rubber bearings are described. The purpose of the tests was to check the performance of the bearings when used as mounts for base isolating buildings against earthquake attack. Over 1,000 cycles were appl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::80a326a3788656f2270f1e997363456c
https://doi.org/10.5459/bnzsee.10.3.143-150
https://doi.org/10.5459/bnzsee.10.3.143-150
Autor:
D. E. Baguley, R. G. Tyler
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 14:160-168
The history and use of earthquake detectors in New Zealand is described, both for switching on earthquake recorders and for switching off energy sources or equipment in the event of an earthquake. Their use as earthquake alarms, in particular to give
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8af7a512ac8dd13f15e39631be676856
https://doi.org/10.5459/bnzsee.14.3.160-168
https://doi.org/10.5459/bnzsee.14.3.160-168