VERIFICATION OF NONLINEAR SEISMIC RESPONSE VALUES USED FOR THE SEISMIC RETROFIT DESIGN OF YOKOHAMA BAY BRIDGE

Yasumiki YAMAMOTO; Hisamitsu HANNO; Yozo FUJINO; Masaaki YABE

doi:10.2208/jsceja.66.31

VERIFICATION OF NONLINEAR SEISMIC RESPONSE VALUES USED FOR THE SEISMIC RETROFIT DESIGN OF YOKOHAMA BAY BRIDGE

Doboku Gakkai Ronbunshuu A ◽

10.2208/jsceja.66.31 ◽

2010 ◽

Vol 66 (1) ◽

pp. 31-36

Author(s):

Yasumiki YAMAMOTO ◽

Hisamitsu HANNO ◽

Yozo FUJINO ◽

Masaaki YABE

Keyword(s):

Seismic Response ◽

Seismic Retrofit ◽

Nonlinear Seismic Response ◽

Retrofit Design

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Uncertainty quantification of the effect of concrete heterogeneity on nonlinear seismic response of gravity dams including record-to-record variability

Structures ◽

10.1016/j.istruc.2021.08.098 ◽

2021 ◽

Vol 34 ◽

pp. 1785-1797

Author(s):

Pengfei Liu ◽

Jianyun Chen ◽

Shuli Fan ◽

Qiang Xu

Keyword(s):

Uncertainty Quantification ◽

Seismic Response ◽

Gravity Dams ◽

Nonlinear Seismic Response

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Nonlinear Seismic Response of Rock Tunnels Crossing Inactive Fault under Obliquely Incident Seismic P Waves

Journal of Earth Science ◽

10.1007/s12583-021-1483-2 ◽

2021 ◽

Vol 32 (5) ◽

pp. 1174-1189

Author(s):

Hongyun Jiao ◽

Xiuli Du ◽

Mi Zhao ◽

Jingqi Huang ◽

Xu Zhao ◽

...

Keyword(s):

Seismic Response ◽

P Waves ◽

Nonlinear Seismic Response ◽

Obliquely Incident ◽

Rock Tunnels

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Prediction of the “Average” Peak Nonlinear Seismic Response of Asymmetric Buildings Under Bi-directional Ground Motion Acting at an Arbitrary Angle of Incidence

Seismic Behaviour and Design of Irregular and Complex Civil Structures II - Geotechnical, Geological and Earthquake Engineering ◽

10.1007/978-3-319-14246-3_2 ◽

2016 ◽

pp. 13-23 ◽

Cited By ~ 1

Author(s):

Kenji Fujii

Keyword(s):

Seismic Response ◽

Ground Motion ◽

Angle Of Incidence ◽

Arbitrary Angle ◽

Nonlinear Seismic Response ◽

Asymmetric Buildings

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Discussion on “Nonlinear seismic response of tall concrete-faced rockfill dams in narrow canyons”

Soil Dynamics and Earthquake Engineering ◽

10.1016/j.soildyn.2012.09.007 ◽

2013 ◽

Vol 44 ◽

pp. 138 ◽

Cited By ~ 1

Author(s):

Bin Xu

Keyword(s):

Seismic Response ◽

Nonlinear Seismic Response

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Application and Assessment of Equivalent Linear Analysis Method for Conceptual Seismic Retrofit Design of Háros M0 Highway Bridge

Periodica Polytechnica Civil Engineering ◽

10.3311/ppci.7860 ◽

2015 ◽

Vol 59 (2) ◽

pp. 109-122 ◽

Cited By ~ 2

Author(s):

József Simon ◽

László Gergely Vigh ◽

Adrián Horváth ◽

Pál Pusztai

Keyword(s):

Seismic Retrofit ◽

Linear Analysis ◽

Highway Bridge ◽

Analysis Method ◽

Equivalent Linear ◽

Retrofit Design ◽

Equivalent Linear Analysis

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Toward a Philosophy for Seismic Retrofit: The Seattle Experience

Earthquake Spectra ◽

10.1193/1.1585540 ◽

1989 ◽

Vol 5 (3) ◽

pp. 557-569

Author(s):

T. W. Perbix ◽

P. Burke

Keyword(s):

Social Policy ◽

Seismic Retrofit ◽

Economic Consequences ◽

Life Safety ◽

Seismic Events ◽

Social Conflicts ◽

Safety Aspects ◽

Before And After ◽

Everyday Design ◽

Retrofit Design

By examining seismic retrofit experience with three buildings in Seattle, important practical issues regarding the underlying economic, political, and social conflicts are explored. The philosophy of seismic retrofit and its resulting consequences for life safety, building usefulness both before and after seismic events, and the economic consequences of retrofit are examined in light of the professional and regulatory atmosphere. While a great deal of information is generated nationally in the field of seismic retrofit, its assimilation by the practising professional and regulatory official is incomplete and uncoordinated. The work proposes, therefore, a seismic retrofit design philosophy for discussion and possible use as a premise for development of codes. The proposed philosophy coordinates the economic, social, and life safety aspects of seismic retrofit in a way that meets the needs of designers and regulators who are currently forced to make social policy in their everyday design interactions.

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