Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Yoshinori DEMURA"'
Publikováno v:
Japanese Geotechnical Journal. 8:285-296
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8303ddb7ff38a75728baa6b849902ae8
https://doi.org/10.3208/jgs.8.285
https://doi.org/10.3208/jgs.8.285
Publikováno v:
Journal of the Japan Landslide Society. 49:68-74
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a4a0c166bd0ded97f43a2f0f11e8fc4e
https://doi.org/10.3313/jls.49.68
https://doi.org/10.3313/jls.49.68
Publikováno v:
Doboku Gakkai Ronbunshuu C. 66:695-705
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5799f649e819bd5cd28ec97d73690d0d
https://doi.org/10.2208/jscejc.66.695
https://doi.org/10.2208/jscejc.66.695
Publikováno v:
Doboku Gakkai Ronbunshuu C. 62:305-310
本研究では，モンモリロナイト含有率が締固め土のシキソトロピーに及ぼす影響を調べるために，異なるモンモリロナイト含有率を有する混合試料土に対してフォールコーン試験と一軸
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6cb216ad41fb41e4ab68b2573b3d38d
https://doi.org/10.2208/jscejc.62.305
https://doi.org/10.2208/jscejc.62.305
Publikováno v:
Doboku Gakkai Ronbunshu. 2000:179-190
軟弱地盤上に直接基礎を有する構造物を建設すると, 地盤が変形し, その結果, 基礎が沈下する. 沈下には, 一様な沈下, 傾斜, そして, 基礎がたわむ相対沈下がある. 基礎がたわむと上部の
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e913c950e393b97114cece828f3c7a9b
https://doi.org/10.2208/jscej.2000.645_179
https://doi.org/10.2208/jscej.2000.645_179
Publikováno v:
Doboku Gakkai Ronbunshu. 1994:171-180
本論文は, 沈下の影響を受ける構造物について一つの最適化手順を提案している. 手順の特徴は, (1) 構造物を上部構造と下部構造から成る一体システムと考える, (2) 評価関数や制約条件は
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b621231d200cd129f7c39f48e338e3b1
https://doi.org/10.2208/jscej.1994.505_171
https://doi.org/10.2208/jscej.1994.505_171
Publikováno v:
Doboku Gakkai Ronbunshu. 1990:287-290
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64c703a05a9ff7972b9ce3e339027a39
https://doi.org/10.2208/jscej.1990.424_287
https://doi.org/10.2208/jscej.1990.424_287
Autor:
Minoru Matsuo, Yoshinori Demura
Publikováno v:
Doboku Gakkai Ronbunshu. 1985:179-188
A superstructure and a substructure are designed separately in the general design method, since an interaction between them is very complicated. The present paper proposes a procedure of optimization for system reliability of a soil-supported structu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::01f0a25c978929b6b0e31798c27e95fb
https://doi.org/10.2208/jscej.1985.364_179
https://doi.org/10.2208/jscej.1985.364_179
Publikováno v:
Doboku Gakkai Ronbunshu. 1985:591-595
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c8def6cba70504502579f1cb3b11dc2
https://doi.org/10.2208/jscej.1985.356_591
https://doi.org/10.2208/jscej.1985.356_591
Publikováno v:
Doboku Gakkai Ronbunshu. 1989:79-88
According to present designing practice for soil-supported structures, superstructure and foundation are separately considered. This design procedure may lead to number of engineering and economical disadvantageous. This paper is discussed optimizati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0dd588970e3ec3a11ce9fff3ba0a07af
https://doi.org/10.2208/jscej.1989.412_79
https://doi.org/10.2208/jscej.1989.412_79