Development of fragility function for typologies of confined mansory dwelling in Metropolitan Lima and Callao cities

Authors

  • Erika Nora Flores Terreros Universidad Nacional de Ingenieria
  • Miguel Díaz Japan-Peru Center for Earthquake Engineering Research and Disaster Mitigation, Civil Engineering Faculty, National University of Engineering, Lima,Perú.
  • Carlos Zavala Japan-Peru Center for Earthquake Engineering Research and Disaster Mitigation, Civil Engineering Faculty, National University of Engineering, Lima,Perú.

DOI:

https://doi.org/10.21754/tecnia.v29i2.717

Keywords:

Fragility function, Confined Mansory Dwellings, Statistical Database Surveywall, Wall density, Experimental Data test, Prueba de datos experimentales

Abstract

Development of Fragility functions are a widely used tool to estimate the vulnerability through the probability of response damage occurrence of a structure at different seismic demand. These functions are very useful for researchers, engineers, insurance companies, territorial planning planners and decision-makers. The aim of this research is to develop a methodology to estimate the vulnerability of theses confined masonry dwelling through the fragility function. An experimental database of confined masonry wall of two kind of informal brick and statistical database were used.

This research present typologies of a dwelling according to the type of material, number of floors, and wall density respectively which are based on a statistical database. Besides, it describes a methodology to find the fragility functions based on experimental data tests that replicate the behavior of confined masonry walls and thus find the probability of the damage caused in this type of dwellings that exist in a great majority of the city of Metropolitan Lima and Callao.

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References

[1]CárdenasL, Roy R, Estacio L and Zavala C 2014 Implementation of Database of Masonry Walls Test –Review of Existing Test Data in Peru. Journal of Disaster Research, 9(6)

[2]SENCICO 2006StandardE-070. Masonry. Ministry of Construction, Housing and Sanitation. Peru

[3]CISMID 2017Tests of full-scale walls and elaboration of corresponding fragility curves oriented to the development of knowledge about seismic behavior of nonengineered masonry walls and to enable the estimation oflosses for earthquake scenario, Report commissioned by SENCICO

[4]Diaz M 2019Report on statistical analysis and target study Area in Lima Metropolitan and Callao. ProjectFONDECYT-CISMID-FIC-UNI Development a digital tool for feasibility of confined masonry dwelling retrofitting in multi seismic scenarios based on assessment of vulnerability and risk

[5]Diaz M, Zavala C, Flores Eand Cardenas L2019Development Of Analytical Models For Confined Masonry Walls Based On Experimental Results In Peru, International symposium on Earthquake Engineering

[6]Pulido N,Tavera H, Perfettini H,Chlieh M, Aguilar Z, Aoi S, Nakai Sand Yamazaki F2011Estimation of Slip Scenarios for Megathrust Earthquakes: A Case Study for Peru,in Effects of Surface Geology on Seismic Motion, pp1-6

[7]Saito 2019Technical Manual Version 6.1 of Structural Earthquake Response Analysis (STERA)

[8]SENCICO 2006Norma E-070. Masonry. Ministry of Construction, Housing and Sanitation. Peru

[9]Zavala C, Diaz M and Flores E 2019Damage Limit State for confined masonry wall base on experimental test in Lima city, International symposium on Earthquake Engineering

[10]Zavala C, Lavado L, Taira J, Cardenas L and Diaz M2014Comparison of Behaviors of Non-Engineered Masonry Tubular Block Walls and Solid Engineered Walls. Journal of Disaster Research, 9(6)

Published

2019-08-12

How to Cite

[1]
E. N. Flores Terreros, M. Díaz, and C. Zavala, “Development of fragility function for typologies of confined mansory dwelling in Metropolitan Lima and Callao cities”, TEC, vol. 29, no. 2, p. 151.158, Aug. 2019.

Issue

Section

Earthquake Engineering Design and Evaluation