Zobrazeno 1 - 10
of 21
pro vyhledávání: '"531.21"'
Autor:
NISHIMURA, Keiichi, KAWASE, Masaaki
Publikováno v:
京都大学防災研究所年報. B. 39(B-1):1-9
Slow Love waves were recorded at three seismograph stations located near the northeastern and eastern margin of Kyoto Basin, southwest Japan, from aftershocks of the Jan. 17, 1995, Hyogo-ken Nambu Earthquake. Natural period of seismometers used is 10
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::cc7ad7ed0ad2f07ee8697a2fe90264c8
http://hdl.handle.net/2433/72665
http://hdl.handle.net/2433/72665
Publikováno v:
京都大学防災研究所年報. B. 37(B-2):69-87
This study deals with damage process of steel structural members up to an ultimate cracking state caused by local buckling that occurs under large deformations due to very low-cycle loading.Very low-cycle loading implies load repetitions of the order
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::46bc357ce5a37b1257ad93c2d5ff0109
http://hdl.handle.net/2433/72566
http://hdl.handle.net/2433/72566
Publikováno v:
広島工業大学研究紀要. 28:97-103
Degradation aspect of paint film about corroded coated steel under the different environments is examined by tensile adhesive test and AC impedance method. The results obtained are as follows. (1) Degradation aspect of paint film for coated steel is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::892c464fc466de9486dc936e74392dab
http://id.nii.ac.jp/1826/00000541/
http://id.nii.ac.jp/1826/00000541/
Publikováno v:
京都大学防災研究所年報. B. 36(B-1):121-133
An experimental study is carried out to elicit important factors causing cracks and rupture of steel members under imposed large repeated deformations, and to investigate the quantitative relationships among the important physical factors leading to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::e5f63652d832448ab117e4a6f69e64b4
http://hdl.handle.net/2433/72449
http://hdl.handle.net/2433/72449
Publikováno v:
京都大学防災研究所年報. B. 35(B-1):137-145
This paper deals with the effects of strain rate on the mechanical properties of base metals, buttwelded joints, high-strength bolted joints and regular bolted joints due to cyclic reversed loadings. The increase of the yield strength and the ultimat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::77efbc686c117d4e5a685d4cf7399180
http://hdl.handle.net/2433/72384
http://hdl.handle.net/2433/72384
Publikováno v:
京都大学防災研究所年報. B. 35(B-2):509-524
An experimental investigation has been performed on very-low-cycle fatigue of steel angles, which were subjected to repeated axial load after undergoing inelastic buckling. The objective of this study is to extract decisive factors causing cracks and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::253ba1786706cf6bcd98c23ac8d919ef
http://hdl.handle.net/2433/72395
http://hdl.handle.net/2433/72395
Publikováno v:
京都大学防災研究所年報. B. 22(B-1):243-254
Dynamic failure tests of one-storied steel pure frames and braced frames by means of ashaking table and dynamic response analyses are performed. Model structures are composedof four columns, a rigid roof and a rigid base and, in the case of a braced
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::69a4ec116025ea4d9e323c74978a8e40
http://hdl.handle.net/2433/70254
http://hdl.handle.net/2433/70254
Publikováno v:
京都大学防災研究所年報. B. 18:377-393
This paper presents the results of cyclic loading tests on H-section SS41 steel barssubjected to flexural deformation in elasto-plastic range.The results of programmed loading tests have been estimated with probabilistic method, and then compared to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::a65a4433e296350f36a0aa6a540455af
http://hdl.handle.net/2433/69989
http://hdl.handle.net/2433/69989
Publikováno v:
京都大学防災研究所年報. B. 30(B-1):183-199
Stress (or strain) rate effect in several steel structural joints is examined to assess thestructural safety of the joints against earthquakes or gusts. High speed tensile loading testwas carried out with several range of loading speed, by using high
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::8739ff7451e198f7bf253ee6b3b3b21f
http://hdl.handle.net/2433/71995
http://hdl.handle.net/2433/71995
Autor:
WAKABAYASHI, Minoru, SHIBATA, Michio
Publikováno v:
京都大学防災研究所年報. B. 25(B-1):169-182
A practical method of analysing a braced- and/or unbraced-steel frame under repeated horizon-tal load is presented. The influence of the Bauschinger's effect and the strain hardening, which arecharacteristic of structural steel, is reasonably reflect
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::9ea192eb69b7925141ff811e9658be19
http://hdl.handle.net/2433/70495
http://hdl.handle.net/2433/70495