NDLI: Predictive relationships for seismically induced slope displacements using numerical analysis results

Content Provider	Springer Nature Link
Author	Fotopoulou, S. D. Pitilakis, K. D.
Copyright Year	2015
Abstract	The aim of the paper is threefold: first, to evaluate earthquake-induced slope displacements using numerical dynamic analysis considering different real acceleration time histories as input motion and varying the resistance and the compliance of the sliding mass; then, to assess the reliability of the numerical approach by comparing the numerically calculated seismically induced slope displacements with predictions using available empirical models and finally, based on the numerical analysis results, to propose new displacement predictive models applicable in earthquake engineering practice, which relate the co-seismic slope displacement with the best correlated intensity parameters. Linear regression analyses are performed to correlate the computed displacements with various intensity measures (IMs). Optimal scalar and vector IMs are identified in a rigorous way based on proficiency (i.e. a composite measure of efficiency and practicality) and sufficiency criteria. The correlation coefficient between the IMs is also considered for the selection of appropriate vector IMs. Both scalar and vector regression analytical predictive expressions are proposed appropriate for probabilistic or deterministic evaluation of the co-seismic permanent slope displacements in regional and local scale. A generic example proves the reliability of the proposed analytical expressions.
Starting Page	3207
Ending Page	3238
Page Count	32
File Format	PDF
ISSN	1570761X
Journal	Bulletin of Earthquake Engineering
Volume Number	13
Issue Number	11
e-ISSN	15731456
Language	English
Publisher	Springer Netherlands
Publisher Date	2015-04-26
Publisher Place	Dordrecht
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Seismically induced slope displacement Numerical parametric analysis Optimal IMs Displacement predictive models Geotechnical Engineering & Applied Earth Sciences Environmental Engineering/Biotechnology Civil Engineering Geophysics/Geodesy Hydrogeology Structural Geology
Content Type	Text
Resource Type	Article
Subject	Building and Construction Geophysics Geotechnical Engineering and Engineering Geology Civil and Structural Engineering

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Probabilistic assessment of the seismic performance of earth slopes

Prediction of lateral spread displacement: data-driven approaches

Direct displacement-based design of seismically isolated bridges

Restrain of a seismically isolated bridge by external stoppers

Seismic analysis of a building block

Shear building representations of seismically isolated buildings

Performance-based seismic design of integral abutment bridges

An Incremental Response Spectrum Analysis Procedure Based on Inelastic Spectral Displacements for Multi-Mode Seismic Performance Evaluation

Liquefaction-induced building movements

Predictive relationships for seismically induced slope displacements using numerical analysis results

Similar Documents

Probabilistic assessment of the seismic performance of earth slopes

Prediction of lateral spread displacement: data-driven approaches

Direct displacement-based design of seismically isolated bridges

Restrain of a seismically isolated bridge by external stoppers

Seismic analysis of a building block

Shear building representations of seismically isolated buildings

Performance-based seismic design of integral abutment bridges

An Incremental Response Spectrum Analysis Procedure Based on Inelastic Spectral Displacements for Multi-Mode Seismic Performance Evaluation

Liquefaction-induced building movements

Predictive relationships for seismically induced slope displacements using numerical analysis results