Seismic reliability analysis of lifeline: A case study on the water network system of Biñan City, Laguna

Lifelines are essential networks and it is vital for these network systems to remain properly functional during or after destructive earthquakes. In the Philippine geographical context, the West Valley Fault which traverses Metro Manila is a seismic threat capable of producing a maximum magnitude of...

Full description

Saved in:
Bibliographic Details
Main Authors: Valdez, Rainier Lawrence A., Garciano, Lessandro Estelito O.
Format: text
Published: Animo Repository 2019
Subjects:
Online Access:https://animorepository.dlsu.edu.ph/faculty_research/443
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: De La Salle University
id oai:animorepository.dlsu.edu.ph:faculty_research-1442
record_format eprints
spelling oai:animorepository.dlsu.edu.ph:faculty_research-14422023-10-16T01:32:30Z Seismic reliability analysis of lifeline: A case study on the water network system of Biñan City, Laguna Valdez, Rainier Lawrence A. Garciano, Lessandro Estelito O. Lifelines are essential networks and it is vital for these network systems to remain properly functional during or after destructive earthquakes. In the Philippine geographical context, the West Valley Fault which traverses Metro Manila is a seismic threat capable of producing a maximum magnitude of 7.2. In this study, the reliability of LagunaWater network system was assessed under earthquake loads due to West Valley Fault. Probabilistic seismic hazard analysis (PSHA) was utilized to estimate the seismic hazard of the network area. Recorded earthquake history from the Philippine Institute of Volcanology and Seismology was used as part of the seismic analysis. The analysis estimated the ground motion values by using a similar Ground Motion Prediction Equation (GMPE) used in the latest Philippine Earthquake Model (PEM). Seismic hazard analysis shows that the earthquake hazards for the site are peak ground accelerations of 0.52g and 0.62g for return periods of 500 and 2500 years respectively. Using the ground motion intensity, ground strain value was attained ranging from 0.02% to 0.16% at scales of 0.1g to 1.0g. Monte Carlo simulation was used to determine the probability of damage. Using the unscaled peak ground acceleration, the probability of minor damage ranges from 15% to 19%. Given a 2500-year return period, seismic hazard analysis resulted to a peak ground acceleration of 0.62g which has a 20% probability for pipes to experience minor damage. Subsequently, the entire network system has a 1% probability of minor damage given the same return period of seismic hazard. © Int. J. of GEOMATE. All rights reserved. 2019-07-01T07:00:00Z text application/pdf https://animorepository.dlsu.edu.ph/faculty_research/443 info:doi/10.21660/2019.58.8251 Faculty Research Work Animo Repository Earthquake hazard analysis--Philippines Pipelines—Earthquake effects--Philippines Civil Engineering
institution De La Salle University
building De La Salle University Library
continent Asia
country Philippines
Philippines
content_provider De La Salle University Library
collection DLSU Institutional Repository
topic Earthquake hazard analysis--Philippines
Pipelines—Earthquake effects--Philippines
Civil Engineering
spellingShingle Earthquake hazard analysis--Philippines
Pipelines—Earthquake effects--Philippines
Civil Engineering
Valdez, Rainier Lawrence A.
Garciano, Lessandro Estelito O.
Seismic reliability analysis of lifeline: A case study on the water network system of Biñan City, Laguna
description Lifelines are essential networks and it is vital for these network systems to remain properly functional during or after destructive earthquakes. In the Philippine geographical context, the West Valley Fault which traverses Metro Manila is a seismic threat capable of producing a maximum magnitude of 7.2. In this study, the reliability of LagunaWater network system was assessed under earthquake loads due to West Valley Fault. Probabilistic seismic hazard analysis (PSHA) was utilized to estimate the seismic hazard of the network area. Recorded earthquake history from the Philippine Institute of Volcanology and Seismology was used as part of the seismic analysis. The analysis estimated the ground motion values by using a similar Ground Motion Prediction Equation (GMPE) used in the latest Philippine Earthquake Model (PEM). Seismic hazard analysis shows that the earthquake hazards for the site are peak ground accelerations of 0.52g and 0.62g for return periods of 500 and 2500 years respectively. Using the ground motion intensity, ground strain value was attained ranging from 0.02% to 0.16% at scales of 0.1g to 1.0g. Monte Carlo simulation was used to determine the probability of damage. Using the unscaled peak ground acceleration, the probability of minor damage ranges from 15% to 19%. Given a 2500-year return period, seismic hazard analysis resulted to a peak ground acceleration of 0.62g which has a 20% probability for pipes to experience minor damage. Subsequently, the entire network system has a 1% probability of minor damage given the same return period of seismic hazard. © Int. J. of GEOMATE. All rights reserved.
format text
author Valdez, Rainier Lawrence A.
Garciano, Lessandro Estelito O.
author_facet Valdez, Rainier Lawrence A.
Garciano, Lessandro Estelito O.
author_sort Valdez, Rainier Lawrence A.
title Seismic reliability analysis of lifeline: A case study on the water network system of Biñan City, Laguna
title_short Seismic reliability analysis of lifeline: A case study on the water network system of Biñan City, Laguna
title_full Seismic reliability analysis of lifeline: A case study on the water network system of Biñan City, Laguna
title_fullStr Seismic reliability analysis of lifeline: A case study on the water network system of Biñan City, Laguna
title_full_unstemmed Seismic reliability analysis of lifeline: A case study on the water network system of Biñan City, Laguna
title_sort seismic reliability analysis of lifeline: a case study on the water network system of biñan city, laguna
publisher Animo Repository
publishDate 2019
url https://animorepository.dlsu.edu.ph/faculty_research/443
_version_ 1781418123408179200