{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1363388844947439488.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1785/bssa0750010001"}},{"identifier":{"@type":"URI","@value":"http://pubs.geoscienceworld.org/ssa/bssa/article-pdf/75/1/1/5332589/bssa0750010001.pdf"}}],"dc:title":[{"@value":"Dynamic plane-strain shear rupture with a slip-weakening friction law calculated by a boundary integral method"}],"description":[{"type":"abstract","notation":[{"@value":"<jats:title>Abstract</jats:title><jats:p>A numerical boundary integral method, relating slip and traction on a plane in an elastic medium by convolution with a discretized Green function, can be linked to a slip-dependent friction law on the fault plane. Such a method is developed here in two-dimensional plane-strain geometry. The method is more efficient for a planar source than a finite difference method, and it does not suffer from dispersion of short wavelength components. The solution for a crack growing at constant velocity agrees closely with the analytic solution, and the energy absorbed at the smeared-out crack tip in the numerical calculation agrees with energy absorbed at the analytic singularity. Spontaneous plane-strain shear ruptures can make a transition from sub-Rayleigh to near-P propagation velocity. Results from the boundary integral method agree with earlier results from a finite difference method on the location of this transition in parameter space. The methods differ in their prediction of rupture velocity following the transition. The trailing edge of the cohesive zone propagates at the P-wave velocity after the transition in the boundary integral calculations.</jats:p>"}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1380016863301384192","@type":"Researcher","foaf:name":[{"@value":"D. J. Andrews"}],"jpcoar:affiliationName":[{"@value":"U.S. Geological Survey 345 Middlefield Road, MS 77 Menlo Park, California 94025"}]}],"publication":{"publicationIdentifier":[{"@type":"EISSN","@value":"19433573"},{"@type":"PISSN","@value":"00371106"}],"prism:publicationName":[{"@value":"Bulletin of the Seismological Society of America"}],"dc:publisher":[{"@value":"Seismological Society of America (SSA)"}],"prism:publicationDate":"1985-02-01","prism:volume":"75","prism:number":"1","prism:startingPage":"1","prism:endingPage":"21"},"reviewed":"false","url":[{"@id":"http://pubs.geoscienceworld.org/ssa/bssa/article-pdf/75/1/1/5332589/bssa0750010001.pdf"}],"createdAt":"2021-07-02","modifiedAt":"2024-09-03","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1050850092121518848","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Comparison of two time-marching schemes for dynamic rupture simulation with a space-domain BIEM"}]},{"@id":"https://cir.nii.ac.jp/crid/1360285710546207744","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Simulation of spontaneous rupture based on a combined boundary integral equation method and finite element method approach: SH and P-SV cases"}]},{"@id":"https://cir.nii.ac.jp/crid/1360286990843484416","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Application of PDS–FEM to simulate dynamic crack propagation and supershear rupture"}]},{"@id":"https://cir.nii.ac.jp/crid/1360588380599318528","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Large Scale Simulation of 3D Fault Rupture Subjected to Far‐Field Loading With PDS‐FEM: Application to the 2018 Palu Earthquake"}]},{"@id":"https://cir.nii.ac.jp/crid/1360846640335092224","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Cohesive zone length of metagabbro at supershear rupture velocity"}]},{"@id":"https://cir.nii.ac.jp/crid/1360848658218852992","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Numerical study of splay faults in subduction zones: The effects of bimaterial interface and free surface"}]},{"@id":"https://cir.nii.ac.jp/crid/1360857593726320384","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Fully Dynamic Earthquake Cycle Simulations on a Nonplanar Fault Using the Spectral Boundary Integral Element Method (sBIEM)"}]},{"@id":"https://cir.nii.ac.jp/crid/1361412890642260096","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Dynamic Modelling of Induced Seismicity by Using Seismic Efficiency Constraints and a New Scaling Law for Slip-Weakening Distance"}]},{"@id":"https://cir.nii.ac.jp/crid/1361975843211110912","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Diagenetic and shear-induced transitions of frictional strength of carbon-bearing faults and their implications for earthquake rupture dynamics in subduction zones"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1785/bssa0750010001"},{"@type":"CROSSREF","@value":"10.1038/s41598-019-44307-y_references_DOI_D7i3k195n4ZBMHLF5LUI8IwKerL"},{"@type":"CROSSREF","@value":"10.1111/j.1365-246x.2010.04772.x_references_DOI_D7i3k195n4ZBMHLF5LUI8IwKerL"},{"@type":"CROSSREF","@value":"10.1007/s10950-016-9588-2_references_DOI_D7i3k195n4ZBMHLF5LUI8IwKerL"},{"@type":"CROSSREF","@value":"10.1007/s00466-020-01819-z_references_DOI_D7i3k195n4ZBMHLF5LUI8IwKerL"},{"@type":"CROSSREF","@value":"10.1007/s00024-019-02342-w_references_DOI_D7i3k195n4ZBMHLF5LUI8IwKerL"},{"@type":"CROSSREF","@value":"10.1186/s40623-020-01202-5_references_DOI_D7i3k195n4ZBMHLF5LUI8IwKerL"},{"@type":"CROSSREF","@value":"10.1029/2011jb008283_references_DOI_D7i3k195n4ZBMHLF5LUI8IwKerL"},{"@type":"CROSSREF","@value":"10.1029/2024jb028783_references_DOI_HUx46QevpPKNzTQW5QRohj5hGQh"},{"@type":"CROSSREF","@value":"10.1785/0120210178_references_DOI_D7i3k195n4ZBMHLF5LUI8IwKerL"}]}