Efficiency and Cost-Benefit Analysis of Seismic Strengthening Techniques for Old Residential Buildings in Lisbon

ABSTRACT This paper presents a study on the techno-economic efficiency of seismic strengthening techniques for old residential buildings, with application to construction typologies in Lisbon (stone masonry and “Placa” buildings). A comprehensive review on strengthening techniques and implications for the seismic behavior is made. Different strengthening schemes are implicitly simulated within equivalent frame models of the representative buildings. Then, pushover analysis is applied in order to compare the seismic performance of the buildings, before and after strengthening. A cost-benefit analysis of the strengthening solutions is finally performed, comparing the economic benefit gained by reducing the seismic damage, against the intervention cost.

[1]  Paulo B. Lourenço,et al.  Unreinforced and confined masonry buildings in seismic regions: Validation of macro-element models and cost analysis , 2014 .

[2]  Sergio Lagomarsino,et al.  Identification of Shear Parameters of Masonry Panels Through the In-Situ Diagonal Compression Test , 2008 .

[3]  Luigia Binda,et al.  Seismic Vulnerability of Historic Centers: A Methodology to Study the Vulnerability Assessment of Masonry Building Typologies in Seismic Area , 2015 .

[4]  Federico M. Mazzolani The output of the PROHITECH research project , 2009 .

[5]  H. Crowley,et al.  The hazard component of OpenQuake : The calculation engine of the Global Earthquake Model , 2012 .

[6]  C. Arya Eurocode 6: Design of masonry structures , 2009 .

[7]  Y. Tsompanakis Earthquake Return Period and Its Incorporation into Seismic Actions , 2014 .

[8]  Alex H. Barbat,et al.  Seismic damage evaluation in urban areas using the capacity spectrum method: Application to Barcelona , 2008 .

[9]  N. Null Seismic Evaluation and Retrofit of Existing Buildings , 2014 .

[10]  Paulo B. Lourenço,et al.  Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings , 2011 .

[11]  Serena Cattari,et al.  Sensitivity analysis of the seismic performance of ancient mixed masonry-RC buildings in Lisbon , 2018 .

[12]  Serena Cattari,et al.  Fragility curves for old masonry building types in Lisbon , 2015, Bulletin of Earthquake Engineering.

[13]  Paulina Faria,et al.  Experimental Research on Rubble Stone Masonry Walls , 2008 .

[14]  Paulo B. Lourenço,et al.  Seismic Assessment of Masonry “Gaioleiro” Buildings in Lisbon, Portugal , 2009 .

[15]  Maria Rosa Valluzzi,et al.  Criteria and technologies for the structural repair and strengthening of architectural heritage , 2013 .

[16]  Rita Bento,et al.  Seismic vulnerability assessment of a mixed masonry–RC building aggregate by linear and nonlinear analyses , 2016, Bulletin of Earthquake Engineering.

[17]  P. Lourenço,et al.  Handmade Clay Bricks: Chemical, Physical and Mechanical Properties , 2010 .

[18]  Andreas J. Kappos,et al.  Vulnerability assessment and feasibility analysis of seismic strengthening of school buildings , 2015, Bulletin of Earthquake Engineering.

[19]  Maria Rosa Valluzzi,et al.  Criteria and technologies for the structural repair and strengthening of architectural and archeological heritage , 2013 .

[20]  Pierre Mouroux,et al.  Presentation of RISK-UE Project , 2006 .

[21]  Serena Cattari,et al.  TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings , 2013 .

[22]  Paulo B. Lourenço,et al.  Analysis of Masonry Structures Without Box Behavior , 2011 .

[23]  Miha TomaževičM. Tomaževič,et al.  Damage as a measure for earthquake-resistant design of masonry structures: Slovenian experienceThis article is one of a selection of papers published in this Special Issue on Masonry. , 2007 .

[24]  Aníbal Costa,et al.  Efficiency of strengthening techniques assessed for existing masonry buildings , 2015 .

[25]  Paulo B. Lourenço,et al.  Seismic vulnerability and risk analysis of the old building stock at urban scale: application to a neighbourhood in Lisbon , 2017, Bulletin of Earthquake Engineering.

[26]  Sergio Lagomarsino,et al.  ON THE USE OF PUSHOVER ANALYSIS FOR EXISTING MASONRY BUILDINGS , 2006 .

[27]  Vincenzo Gattulli,et al.  Seismic Performance of a Mixed Masonry-Reinforced Concrete Building , 2015 .

[28]  I. A. J. Maccarthy A Geological Map , 2007 .

[29]  Pierre Gehl,et al.  Specification of the vulnerability of physical systems , 2014 .

[30]  Paulo B. Lourenço,et al.  PUSHOVER ANALYSIS OF A MODERN AGGREGATE OF MASONRY BUILDINGS THROUGH MACRO-ELEMENT MODELLING , 2012 .

[31]  Humberto Varum,et al.  Evaluation of Strengthening Techniques of Traditional Masonry Buildings: Case Study of a Four-Building Aggregate , 2011 .

[32]  24 .-Some Experimental Results on the Strength of Brick Masonry Walls , 2022 .

[33]  Vladimir Sigmund,et al.  Seismic evaluation and retrofit of existing buildings , 2010 .

[34]  Serena Cattari,et al.  Seismic assessment of mixed masonry-reinforced concrete buildings by non-linear static analyses , 2013 .

[35]  S. Lagomarsino,et al.  Seismic performance of a block of buildings representative of the typical construction in the Eixample district in Barcelona (Spain) , 2012, Bulletin of Earthquake Engineering.

[36]  P. Fajfar,et al.  A Nonlinear Analysis Method for Performance Based Seismic Design , 2001 .