Zobrazeno 1 - 10
of 62
pro vyhledávání: '"GOTO, Hisao"'
Publikováno v:
京都大学防災研究所年報. B. 30(B-2):45-55
An experimental study has been performed for develoment of correction technique ofstrong motion records obtained by the SMAC-B2 accelerograph. The shaking tests havebeen carried out both for the long period and the short period range by using the typ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::86bd9c1853db6312b19a2243250fac1b
http://hdl.handle.net/2433/72050
http://hdl.handle.net/2433/72050
Publikováno v:
京都大学防災研究所年報. B. 28(B-2):13-32
A statistical prediction model is proposed for semi-long-period earthquake motions whichmostly consist of surface waves. A simplified separation technique of body and surface wavesin strong motion accelerograms is developed and the 68 components of s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::59dd30911c1cc653157004151855c149
http://hdl.handle.net/2433/70790
http://hdl.handle.net/2433/70790
Publikováno v:
Memoirs of the Faculty of Engineering, Kyoto University. 39(2):270-284
Low-cycle fatigue life of structural steel bars subjected to random plastic flexural deformation is analyzed. Fatigue tests are performed on 100×100 SS41 H bars under constant-amplitude and randomly varying repeated loads. Fatigue life for random lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::5b9d0426393aee1ba80ebc37dfb858bf
http://hdl.handle.net/2433/281034
http://hdl.handle.net/2433/281034
Publikováno v:
京都大学防災研究所年報. B. 22(B-2):49-74
In this report, the dynamic response of horizontally layered soil is numerically analyzed, usingthe stress-strain relation of sand and the equation of motion of two phase mixture. The saturatedsoil with water is treated as a two phase mixture. As the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::8c4cb5b576c325a5d58e1371923ccc01
http://hdl.handle.net/2433/70307
http://hdl.handle.net/2433/70307
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. 23(B-2):13-27
A method for estimating strong earthquake motions is developed that can be used for assess-ment of earthquake damage on buried pipelines. A statistical prediction model for nonstationaryearthquake motions and a numerical technique of surface wave pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::809fe0b16005088e084ff27095105f5f
http://hdl.handle.net/2433/70374
http://hdl.handle.net/2433/70374
Publikováno v:
京都大学防災研究所年報. B. 17:417-438
This paper treats the wave propagation and its charactevistics due to a shock load buried ina surface ground layer.Analytical and experimental studies are performed. By finite element method, linear andnon-linear vibrational characteristics of surfac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::1d1b1eba7630fbd13372ff92c6622e0e
http://hdl.handle.net/2433/69930
http://hdl.handle.net/2433/69930
Publikováno v:
京都大学防災研究所年報. B. 20(B-2):61-84
In this study, proposed are the two methods of classifying the dynamic resistant force ofthe structural foundation and surface layer system into hysteretic restoring force related tothe response displacement and damping force related to the response
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::23a89479a3ca024467d28e1c3228a786
http://hdl.handle.net/2433/70169
http://hdl.handle.net/2433/70169
Publikováno v:
Memoirs of the Faculty of Engineering, Kyoto University. 44(1):182-221
Response analysis of joint-connected buried pipelines including bent sections has been carried out using analytical models, types of which are commonly used in the actual underground lifeline systems. The details of the structures and materials along
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::b73871042774b643db194033a65c9d40
http://hdl.handle.net/2433/281207
http://hdl.handle.net/2433/281207
Publikováno v:
京都大学防災研究所年報. B. 24(B-2):23-46
A method for microzoning earthquake motion intensities and ground strain is developedthat can be used for assessment of earthquake damage on buried pipeline systems. A simplemethod for ground strain estimation is proposed after the discussion on infl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::1bd9955d8efbf5a14e82f6373f6b79d6
http://hdl.handle.net/2433/70483
http://hdl.handle.net/2433/70483