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A Simple Approach to Site-Response Modeling: The Overlay Concept

2015; Seismological Society of America; Volume: 86; Issue: 2A Linguagem: Inglês

10.1785/0220140100

1938-2057

James Kaklamanos, Luis Dorfmann, Laurie G. Baise,

Geophysics and Sensor Technology

Research Article| January 28, 2015 A Simple Approach to Site‐Response Modeling: The Overlay Concept James Kaklamanos; James Kaklamanos Department of Civil and Environmental Engineering, Tufts University, 113 Anderson Hall, Medford, Massachusetts 02155 U.S.A.kaklamanosJ@merrimack.eduluis.dorfmann@tufts.edulaurie.baise@tufts.edu Search for other works by this author on: GSW Google Scholar Luis Dorfmann; Luis Dorfmann Department of Civil and Environmental Engineering, Tufts University, 113 Anderson Hall, Medford, Massachusetts 02155 U.S.A.kaklamanosJ@merrimack.eduluis.dorfmann@tufts.edulaurie.baise@tufts.edu Search for other works by this author on: GSW Google Scholar Laurie G. Baise Laurie G. Baise Department of Civil and Environmental Engineering, Tufts University, 113 Anderson Hall, Medford, Massachusetts 02155 U.S.A.kaklamanosJ@merrimack.eduluis.dorfmann@tufts.edulaurie.baise@tufts.edu Search for other works by this author on: GSW Google Scholar Seismological Research Letters (2015) 86 (2A): 413–423. https://doi.org/10.1785/0220140100 Article history first online: 14 Jul 2017 Cite View This Citation Add to Citation Manager Share Icon Share MailTo Twitter LinkedIn Tools Icon Tools Get Permissions Search Site Citation James Kaklamanos, Luis Dorfmann, Laurie G. Baise; A Simple Approach to Site‐Response Modeling: The Overlay Concept. Seismological Research Letters 2015;; 86 (2A): 413–423. doi: https://doi.org/10.1785/0220140100 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentBy SocietySeismological Research Letters Search Advanced Search Site‐response analyses are used to estimate the ground motion at the surface, as a function of the properties of the soil profile and the bedrock ground motion at the base of the soil profile. The most frequently employed site‐response model in engineering practice is the equivalent‐linear site‐response model, a frequency‐domain program that is coded in the computer program SHAKE (Schnabel et al., 1972; Idriss and Sun, 1992; Ordóñez, 2010). Using a large database of ground motions in the Kiban–Kyoshin network (KiK‐net) of downhole arrays in Japan, Kaklamanos et al. (2013, 2015) found the equivalent‐linear... You do not have access to this content, please speak to your institutional administrator if you feel you should have access.