INVESTIGATION OF THE YOKOHAMA-BAY CABLE-STAYED BRIDGE SEISMIC RESPONSE CHARACTERISTICS SUBJECTED TO THE 2011 GREAT EAST-JAPAN EARTHQUAKE

Yozo FUJINO; Dionysius SIRINGORINGO; Kenji NAMIKAWA; Masaaki YABE

doi:10.2208/jscejseee.69.372

INVESTIGATION OF THE YOKOHAMA-BAY CABLE-STAYED BRIDGE SEISMIC RESPONSE CHARACTERISTICS SUBJECTED TO THE 2011 GREAT EAST-JAPAN EARTHQUAKE

Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE)) ◽

10.2208/jscejseee.69.372 ◽

2013 ◽

Vol 69 (2) ◽

pp. 372-391

Author(s):

Yozo FUJINO ◽

Dionysius SIRINGORINGO ◽

Kenji NAMIKAWA ◽

Masaaki YABE

Keyword(s):

Seismic Response ◽

Great East Japan Earthquake ◽

Response Characteristics ◽

Cable Stayed Bridge

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Erratum: INVESTIGATION OF THE YOKOHAMA-BAY CABLE-STAYED BRIDGE SEISMIC RESPONSE CHARACTERISTICS SUBJECTED TO THE 2011 GREAT EAST-JAPAN EARTHQUAKE [Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering ^|^amp; Earthquake Engineering (SE/EE)) Vol. 69 (2013) , No. 2 pp. 372-391]

Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE)) ◽

10.2208/jscejseee.70.17 ◽

2014 ◽

Vol 70 (1) ◽

pp. 17-17

Author(s):

Yozo FUJINO ◽

Dionysius SIRINGORINGO ◽

Kenji NAMIKAWA ◽

Masaaki YABE

Keyword(s):

Seismic Response ◽

Earthquake Engineering ◽

Structural Engineering ◽

Great East Japan Earthquake ◽

Japan Society ◽

Response Characteristics ◽

Cable Stayed Bridge ◽

Civil Engineers

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Seismic Response Analyses of the Yokohama Bay Cable-Stayed Bridge in the 2011 Great East Japan Earthquake

Journal of Bridge Engineering ◽

10.1061/(asce)be.1943-5592.0000508 ◽

2014 ◽

Vol 19 (8) ◽

Cited By ~ 21

Author(s):

Dionysius M. Siringoringo ◽

Yozo Fujino ◽

Kenji Namikawa

Keyword(s):

Seismic Response ◽

Great East Japan Earthquake ◽

Cable Stayed Bridge

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Yokohama-Bay cable-stayed bridge seismic response analysis during the 2011 Great East Japan Earthquake

Research and Applications in Structural Engineering, Mechanics and Computation ◽

10.1201/b15963-46 ◽

2013 ◽

pp. 117-118

Keyword(s):

Seismic Response ◽

Great East Japan Earthquake ◽

Response Analysis ◽

Seismic Response Analysis ◽

Cable Stayed Bridge

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Seismic response characteristics of a base isolated cable-stayed bridge under moderate and strong ground motions

Archives of Civil and Mechanical Engineering ◽

10.1016/j.acme.2016.12.002 ◽

2017 ◽

Vol 17 (2) ◽

pp. 419-432 ◽

Cited By ~ 11

Author(s):

Ahad Javanmardi ◽

Zainah Ibrahim ◽

Khaled Ghaedi ◽

Mohammed Jameel ◽

Hamed Khatibi ◽

...

Keyword(s):

Seismic Response ◽

Ground Motions ◽

Strong Ground Motions ◽

Response Characteristics ◽

Cable Stayed Bridge ◽

Strong Ground

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Yokohama-Bay Bridge Response Characteristics in the 2011 Great-East Japan Earthquake

IABSE Symposium Report ◽

10.2749/222137813806501542 ◽

2013 ◽

Vol 99 (17) ◽

pp. 1005-1012

Author(s):

Dionysius Siringoringo ◽

Yozo Fujino

Keyword(s):

Great East Japan Earthquake ◽

Response Characteristics

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Effect of Pile-Soil-Structure Interaction on the Cable-Stayed Bridge in Response to the Earthquake

Applied Mechanics and Materials ◽

10.4028/www.scientific.net/amm.539.731 ◽

2014 ◽

Vol 539 ◽

pp. 731-735 ◽

Cited By ~ 1

Author(s):

Yu Chen

Keyword(s):

Finite Element ◽

Seismic Response ◽

Soil Structure ◽

Response Spectrum ◽

Three Dimensional ◽

Soil Structure Interaction ◽

Structure Interaction ◽

Finite Element Software ◽

Cable Stayed Bridge ◽

Three Dimensional Finite Element

In this thesis, based on the design of a 140+90m span unusual single tower and single cable plane cable-stayed bridge, free vibration characteristics and seismic response are investigated; three dimensional finite element models of a single tower cable-stayed bridge with and without the pile-soil-structure interaction are established respectively by utilizing finite element software MIDAS/CIVIL, seismic response of Response spectrum and Earthquake schedule are analyzed respectively and compared. By the comparison of the data analysis, for small stiffness span cable-stayed bridge, the pile-soil-structure interaction can not be ignored with calculation and analysis of seismic response.

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