Výsledky vyhledávání - "Takaharu Kiriyama"

Effect of pile arrangement on the bending performance of an existing bridge footing under lateral seismic loading

Autor: Takahiro Masuda, Eiji Yoshida, Satoshi Horiuchi, Yong Yang, Takaharu Kiriyama

Publikováno v: Latin American Journal of Solids and Structures, Volume: 17, Issue: 2, Article number: e257, Published: 11 MAY 2020
Latin American Journal of Solids and Structures v.17 n.2 2020
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM

In this paper, to further understand the bending failure mechanism of a bridge footing subjected to lateral seismic loading, the effect of pile arrangement on the bending performance of a footing is mainly investigated by parametric analysis. The pil

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8fb988bd5dfe7bf4d79609896bfe31ea
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252020000200505&lng=en&tlng=en

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Experimental study of the seismic behavior of an existing bridge abutment located on soft clay deposits

Autor: Shunsuke Tanimoto, Yong Yang, Takaharu Kiriyama

Publikováno v: Latin American Journal of Solids and Structures v.17 n.3 2020
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM

In this study, a dynamic centrifuge experiment is designed to investigate the seismic behavior of an existing bridge subjected to the earthquake-induced lateral movement of soft clay soil. The pile-supported bridge abutment at the movable bearing sid

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::38985c46f6188640e170525e023d3d3f
https://doi.org/10.1590/1679-78256024

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EXPERIMENTAL STUDY ON THE EFFECT OF LIQUEFACTION COUNTERMEASURES FOR BRIDGE ABUTMENT PILE FOUNDATIONS WITH HIGH PARAPET WALL

Autor: Yong YANG, Shunsuke TANIMOTO, Takaharu KIRIYAMA

Publikováno v: Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 78:I_33-I_44

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::53fe76002ebaed31d4600506d84b299b
https://doi.org/10.2208/jscejseee.78.4_i_33

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PROPOSAL OF ADDING PILE METHOD WITH CONTACT STATE BETWEEN EXISTING AND ADDITIONAL FOOTINGS AND ITS RETROFITTING MECHANISM VERIFICATION

Autor: Yong YANG, Shinya YUKITO, Satoshi HORIUCHI, Takaharu KIRIYAMA

Publikováno v: Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 78:I_45-I_56

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::17bf94a2bfc97912b9354cdefa18c1c5
https://doi.org/10.2208/jscejseee.78.4_i_45

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CENTRIFUGE MODELLING FOR SEISMIC RETROFIT EVALUATION OF BRIDGE ABUTMENT PILE FOUNDATION IN LIQUEFIED GROUND

Autor: Shunsuke Tanimoto, Yong Yang, Takaharu Kiriyama

Publikováno v: Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 77:I_184-I_195

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ce249567d496c36637941ce60ab83348
https://doi.org/10.2208/jscejseee.77.4_i_184

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Akademický článek

Effect of pile arrangement on the bending performance of an existing bridge footing under lateral seismic loading.

Autor: Yong Yang¹ y-yang55@pwri.go.jp, Takahiro Masuda¹ masuda-t574bs@pwri.go.jp, Eiji Yoshida¹ e-yoshida@pwri.go.jp, Satoshi Horiuchi¹ horiuchi-s573bt@pwri.go.jp, Takaharu Kiriyama¹ kiriyamat673bs@pwri.go.jp

Publikováno v: Latin American Journal of Solids & Structures. 2020, Vol. 17 Issue 2, p1-16. 16p.

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