Výsledky vyhledávání - "Shin-ichiro Nozawa"

Railway Structure Damage to the East Japan Railway Company by the 2011 off the Pacific Coast of Tohoku Earthquake Tsunami

Autor: Shin-ichiro Nozawa, Hiroto Suzuki, Torajiro Fujiwara, Susumu Mafune

Publikováno v: Journal of Disaster Research. 8:635-642

The huge tsunami generated by a 9.0 Mw earthquake (off the Pacific Coast of Tohoku Earthquake) and centered off the coast of Sanriku, Tohoku, on March 11, 2011, damaged 7 lines of the East Japan Railway Company. Bridge girders were swept away, piers

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d8f97105fd46a9f90e251ea8186cbaa0
https://doi.org/10.20965/jdr.2013.p0635

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EXPERIMENTAL STUDY OF THE INTERACTION EFFECT WITH FOOTING AND PILES IN CASE GROUND-SURFACE-SLAB EXISTS

Autor: Torajiro Fujiwara, Watanabe Akiyuki, Ishibashi Tadayoshi, Shin-ichiro Nozawa, Taniguchi Yoshinori

Publikováno v: Doboku Gakkai Ronbunshuu A. 65:670-682

高架橋杭基礎の耐震補強工法として，地上部からの施工が可能で安価となる埋戻し土上にスラブコンクリート（基礎スラブ）を設置する方法（基礎スラブ工法）が提案されている．本工�

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::f7022cad71d2bc83981a5f59a4f50035
https://doi.org/10.2208/jsceja.65.670

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EXPERIMENTAL STUDY OF SEISMIC RETROFIT METHOD FOR PILE FOUNDATIONS WITH SLAB COVERING GROUNDSURFACE

Autor: Ishibashi Tadayoshi, Watanabe Akiyuki, Torajiro Fujiwara, Taniguchi Yoshinori, Shin-ichiro Nozawa

Publikováno v: Doboku Gakkai Ronbunshuu A. 65:310-320

既設構造物の杭基礎に対して，兵庫県南部地震と同程度のL2地震動を考慮した耐震基準を満たす補強技術および工法が種々提案されてきている．しかし，既存の補強技術は，既設構造物�

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ee26edb1e63ba95e98b5fd30249bfa85
https://doi.org/10.2208/jsceja.65.310

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ULTIMATE STRENGTH OF T-SHAPED AND CROSS-SHAPED SOCKET JOINTS BETWEEN STEEL BEAM AND CONCRETE-FILLED STEEL TUBULAR COLUMN

Autor: Teruhiko Yoda, Masato Yamada, Atsushi Hayashi, Shin Ichiro Nozawa

Publikováno v: STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING. 22:137s-158s

The authors have proposed an equation for estimating the ultimate strength of T-shaped socket joints. However, the effect of cyclic loading and external diagphragms, applicability to the cross-shaped joint and other issues must be verified. Therefore

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::de2ae897979a84a9c8ff32efbee00ab8
https://doi.org/10.2208/jsceseee.22.137s

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THE APPLICATION OF THE CONCRETE PILES REINFORCED BY STRANDS, FOR EFFICIENT CONSTRUCTION IN THE SITE WITH LIMITED SPACE IN HEIGHT, TO A PROJECT WHICH INPROVE AKIHABARA STATION

Autor: Shyoji Kondo, Yoshihiro Tanaka, Shin-ichiro Nozawa, Hideaki Takasaki, Yoshiyuki Takase, Daisuke Tsukishima

Publikováno v: Doboku Gakkai Ronbunshu. 2002:105-117

作業空頭が制限された空間での施工に適した場所打ち杭構造として, 軸方向鋼材に高強度でフレキシブルな曲げ性状を有するストランドを用いて, 軸方向鋼材の継ぎ足しを省略したストラ

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::8a7487612ea54c92521acfd991aed5ac
https://doi.org/10.2208/jscej.2002.721_105

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Experimental Study on Failure Behavior of Concrete Member Reinforced by Strands

Autor: Shin-ichiro Nozawa, Ishibashi Tadayoshi, Daisuke Tsukishima, Masao Imai

Publikováno v: Concrete Research and Technology. 11:95-103

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ad143c57ec691ceecb933be03a8e6979
https://doi.org/10.3151/crt1990.11.1_95

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ULTIMATE STRENGTH OF SLEEVE JOINT BETWEEN CONCRETE-FILLED CIRCULAR STEEL PIPES WITH SHEAR CONNECTOR

Autor: Ishibashi Tadayoshi, Daisuke Tsukishima, Shin-ichiro Nozawa, Masanori Kinoshita

Publikováno v: Doboku Gakkai Ronbunshu. 1999:71-89

コンクリート充填鋼管柱の接合方法として, 径の大きな鋼管内に小径の鋼管を所定長さ差し込み, その間隙をコンクリートで充填し一体化する接合構造がある. 小径鋼管の外面および大径�

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::f6b6e7a7412a9a1a50da8360c27a7682
https://doi.org/10.2208/jscej.1999.634_71

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