FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4360751027> ?p ?o ?g. }

• W4360751027 endingPage "107914" @default.
• W4360751027 startingPage "107914" @default.
• W4360751027 abstract "This paper proposes a holistic framework for seismic analysis of extended pile-shaft-supported bridges experiencing different extents of liquefaction and lateral spreading. To this end, an excess-pore-pressure-ratio-based novel liquefaction severity index (LSIru) that explicitly accounts for liquefaction extents over the depth of soil profile is proposed to classify liquefiable ground into three levels, namely minor, moderate, and severe. For the ease of LSIru calculation, a regression function is developed to map LSIru with soil profile and seismic motion properties. Also, the popular Ishihara-inspired liquefaction potential index (LPIISH) is incorporated into the framework, as an alternative option, for the liquefaction level evaluation, where LPIISH thresholds for the three liquefaction levels are proposed in this study. To develop simplified analytical methods for different liquefaction levels, the separate effect of liquefaction and lateral spreading on multiple bridge demand parameters are quantified, including the maximum bearing displacement, column displacement, and pile curvature ductility. Results show that the effect of liquefaction on the examined demand parameters is generally slight regardless of liquefaction levels, whereas the effect of lateral spreading is significant on column displacement and pile curvature responses for the moderate and severe liquefaction levels, but negligible for the bearing displacement at any levels. The developed holistic framework and analytical methods provide an applied solution to seismic analyses of extended pile-shaft-supported bridges against liquefaction and lateral spreading, within the considered scenarios of soil-bridge systems." @default.
• W4360751027 created "2023-03-24" @default.
• W4360751027 creator A5025345647 @default.
• W4360751027 creator A5029668754 @default.
• W4360751027 creator A5090270861 @default.
• W4360751027 date "2023-07-01" @default.
• W4360751027 modified "2023-10-17" @default.
• W4360751027 title "A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading" @default.
• W4360751027 cites W1490718145 @default.
• W4360751027 cites W1529915224 @default.
• W4360751027 cites W1965945445 @default.
• W4360751027 cites W1966522621 @default.
• W4360751027 cites W1969760883 @default.
• W4360751027 cites W1977467135 @default.
• W4360751027 cites W1998321083 @default.
• W4360751027 cites W2002100536 @default.
• W4360751027 cites W2012950438 @default.
• W4360751027 cites W2015228801 @default.
• W4360751027 cites W2020299698 @default.
• W4360751027 cites W2024153297 @default.
• W4360751027 cites W2028584459 @default.
• W4360751027 cites W2029281321 @default.
• W4360751027 cites W2034509129 @default.
• W4360751027 cites W2037544402 @default.
• W4360751027 cites W2039365618 @default.
• W4360751027 cites W2063366204 @default.
• W4360751027 cites W2064038881 @default.
• W4360751027 cites W2067199362 @default.
• W4360751027 cites W2069751738 @default.
• W4360751027 cites W2070720097 @default.
• W4360751027 cites W2078576400 @default.
• W4360751027 cites W2092215064 @default.
• W4360751027 cites W2099427693 @default.
• W4360751027 cites W2099849189 @default.
• W4360751027 cites W2101114088 @default.
• W4360751027 cites W2102924195 @default.
• W4360751027 cites W2103191620 @default.
• W4360751027 cites W2103221594 @default.
• W4360751027 cites W2110893990 @default.
• W4360751027 cites W2119219004 @default.
• W4360751027 cites W2120591219 @default.
• W4360751027 cites W2127249208 @default.
• W4360751027 cites W2130784047 @default.
• W4360751027 cites W2132321915 @default.
• W4360751027 cites W2137370554 @default.
• W4360751027 cites W2158961909 @default.
• W4360751027 cites W2173970746 @default.
• W4360751027 cites W2203790122 @default.
• W4360751027 cites W2204506612 @default.
• W4360751027 cites W2218769468 @default.
• W4360751027 cites W2280265873 @default.
• W4360751027 cites W2337332514 @default.
• W4360751027 cites W2515591042 @default.
• W4360751027 cites W2532657163 @default.
• W4360751027 cites W2545787226 @default.
• W4360751027 cites W2552211044 @default.
• W4360751027 cites W2586601765 @default.
• W4360751027 cites W2754639800 @default.
• W4360751027 cites W2806934437 @default.
• W4360751027 cites W2883830131 @default.
• W4360751027 cites W2898778095 @default.
• W4360751027 cites W2901199780 @default.
• W4360751027 cites W2940016300 @default.
• W4360751027 cites W2964369429 @default.
• W4360751027 cites W2999245215 @default.
• W4360751027 cites W3006206872 @default.
• W4360751027 cites W3021047941 @default.
• W4360751027 cites W3021212702 @default.
• W4360751027 cites W3035487970 @default.
• W4360751027 cites W3117579650 @default.
• W4360751027 cites W3145076339 @default.
• W4360751027 cites W3150333605 @default.
• W4360751027 cites W3174580618 @default.
• W4360751027 cites W4237950931 @default.
• W4360751027 cites W4240036724 @default.
• W4360751027 cites W4281628706 @default.
• W4360751027 cites W4283585957 @default.
• W4360751027 cites W4312054203 @default.
• W4360751027 cites W4321349817 @default.
• W4360751027 cites W43680950 @default.
• W4360751027 doi "https://doi.org/10.1016/j.soildyn.2023.107914" @default.
• W4360751027 hasPublicationYear "2023" @default.
• W4360751027 type Work @default.
• W4360751027 citedByCount "8" @default.
• W4360751027 countsByYear W43607510272023 @default.
• W4360751027 crossrefType "journal-article" @default.
• W4360751027 hasAuthorship W4360751027A5025345647 @default.
• W4360751027 hasAuthorship W4360751027A5029668754 @default.
• W4360751027 hasAuthorship W4360751027A5090270861 @default.
• W4360751027 hasConcept C107551265 @default.
• W4360751027 hasConcept C119560385 @default.
• W4360751027 hasConcept C127313418 @default.
• W4360751027 hasConcept C127413603 @default.
• W4360751027 hasConcept C154945302 @default.
• W4360751027 hasConcept C15744967 @default.
• W4360751027 hasConcept C187320778 @default.
• W4360751027 hasConcept C191859794 @default.
• W4360751027 hasConcept C195065555 @default.

• next