Selected Assessment and Retrofitting Application Techniques for Historical Unreinforced Masonry Buildings

This chapter includes application of recent research on the repair and strengthening of historical structures and provides a structural assessment of five historical mosques in Albania. Apart from visual inspection, terrestrial laser scanner (TLS) data are used to analyze the historical structures. The FEM analysis conducted in SAP2000 aims to investigate the structural behavior of the undamaged model under static and dynamic loads. Stress concentration and mode period results have a considerable difference, which highlights earthquake vulnerability and changes the strategy of possible retrofitting. As a result, possible practical solutions for the structural problems based on previous research and enhancement of the existing structural resistance are suggested.

[1]  Paul Debevec,et al.  Modeling and Rendering Architecture from Photographs , 1996, SIGGRAPH 1996.

[2]  Paulo B. Lourenço,et al.  Failure analysis of Monastery of Jerónimos, Lisbon: How to learn from sophisticated numerical models , 2007 .

[3]  N. Yastikli Documentation of cultural heritage using digital photogrammetry and laser scanning , 2007 .

[4]  Paulo B. Lourenço,et al.  A micro-mechanical model for the homogenisation of masonry , 2002 .

[5]  Alberto Guarnieri,et al.  Cultural heritage interactive 3D models on the web: An approach using open source and free software , 2010 .

[6]  Gabriele Milani,et al.  Seismic vulnerability of historical masonry buildings: A case study in Ferrara , 2008 .

[7]  Rashadul Islam Inventory of FRP strengthening methods in masonry structures , 2008 .

[8]  M. Hejazi The Risks to Cultural Heritage in Western and Central Asia , 2008 .

[9]  Ioannis Brilakis,et al.  Comparison of Optical Sensor-Based Spatial Data Collection Techniques for Civil Infrastructure Modeling , 2009 .

[10]  Elena Mele,et al.  Structural analysis of basilica churches: A case study , 2001 .

[11]  Pedro Arias,et al.  An innovative method for remote measurement of minimum vertical underclearance in routine bridge inspection , 2012 .

[12]  Gianni Bartoli,et al.  Evaluation study on structural fault of a Renaissance Italian palace , 2010 .

[13]  Alexander Prokop,et al.  Assessing the capability of terrestrial laser scanning for monitoring slow moving landslides , 2009 .

[14]  Ioannis K. Brilakis,et al.  Automated sparse 3D point cloud generation of infrastructure using its distinctive visual features , 2011, Adv. Eng. Informatics.

[15]  Enzo Boschi,et al.  Laser scanning the Garisenda and Asinelli towers in Bologna (Italy): Detailed deformation patterns of two ancient leaning buildings , 2011 .

[16]  L. Schueremans,et al.  The use of 3D-laser scanning in assessing the safety of masonry vaults—A case study on the church of Saint-Jacobs , 2009 .

[17]  Derek D. Lichti,et al.  STRUCTURAL DEFORMATION MEASUREMENT USING TERRESTRIAL LASER SCANNERS , 2003 .

[18]  Paulo B. Lourenço ASSESSMENT, DIAGNOSIS AND STRENGTHENING OF OUTEIRO CHURCH, PORTUGAL , 2005 .

[19]  Luigi Fregonese,et al.  Assessing the seismic vulnerability of a historical building , 2013 .

[20]  Gaetano Manfredi,et al.  Damage Assessment and Design of Structural Interventions for Monte di Pietà in Naples, Italy , 2011 .

[21]  Ali Kocak,et al.  An example for determining the cause of damage in historical buildings: Little hagia sophia (Church of St. Sergius and Bacchus) – Istanbul, Turkey , 2010 .

[22]  Burcu Akinci,et al.  Automatic Reconstruction of As-Built Building Information Models from Laser-Scanned Point Clouds: A Review of Related Techniques | NIST , 2010 .

[23]  E. Schmidt,et al.  A non-destructive concrete tester , 1951 .

[24]  Sergio Lagomarsino,et al.  A microcrack damage model for brittle materials , 1993 .

[25]  Serena Cattari,et al.  In‐plane strength of unreinforced masonry piers , 2009 .

[26]  Anna Anzani,et al.  A multilevel approach for the damage assessment of Historic masonry towers , 2010 .

[27]  Michele Betti,et al.  Modelling and analysis of a Romanesque church under earthquake loading: Assessment of seismic resistance , 2008 .

[28]  F. Remondino,et al.  The reconstruction of the Great Buddha of Bamiyan, Afghanistan , 2002 .

[29]  Sergio Lagomarsino,et al.  A MICROMECHANICAL INELASTIC MODEL FOR HISTORICAL MASONRY , 2006 .

[30]  P. Arias,et al.  Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics , 2009 .

[31]  Pedro Arias,et al.  Multidisciplinary approach to the assessment of historic structures based on the case of a masonry bridge in Galicia (Spain) , 2011 .

[32]  N. Casagli,et al.  Brief communication "Analysis of deformations in historic urban areas using terrestrial laser scanning" , 2009 .

[33]  Diego González-Aguilera,et al.  Terrestrial laser scanning intensity data applied to damage detection for historical buildings , 2010 .

[34]  Valentina Bonora,et al.  Laser technology for cross-section survey in ancient buildings: a study for S. M. Maggiore in Bergamo , 2005 .

[35]  Eduardo Zalama Casanova,et al.  A practical approach to making accurate 3D layouts of interesting cultural heritage sites through digital models , 2010 .

[36]  Enea Mustafaraj,et al.  Effects of soil settlement and deformed geometry on a historical structure , 2013 .

[37]  Derek D. Lichti,et al.  Modeling Terrestrial Laser Scanner Data for Precise Structural Deformation Measurement , 2007 .

[38]  Fernanda Leite,et al.  Evaluation of accuracy of as-built 3D modeling from photos taken by handheld digital cameras , 2012 .

[39]  Manuel Sintubin,et al.  Testing the hypothesis of earthquake-related damage in structures in the Lycian ancient city of Pinara, SW Turkey , 2009 .

[40]  Enzo Boschi,et al.  Laser scanning and digital imaging for the investigation of an ancient building: Palazzo d’Accursio study case (Bologna, Italy) , 2012 .

[41]  Claudio Modena,et al.  Seismic Assessment of Complex Historical Buildings: Application to Reggio Emilia Cathedral, Italy , 2008 .

[42]  M. A. R. Cooper Deformation measurement by photogrammetry , 2006 .

[43]  Stephan Schreiber,et al.  Archeoseismic study of damage in Roman and Medieval structures in the center of Cologne, Germany , 2013, Journal of Seismology.

[44]  Pedro Arias,et al.  Photogrammetric 3D modelling and mechanical analysis of masonry arches: An approach based on a discontinuous model of voussoirs , 2011 .

[45]  Jitendra Malik,et al.  Modeling and Rendering Architecture from Photographs: A hybrid geometry- and image-based approach , 1996, SIGGRAPH.

[46]  Pierino Lestuzzi,et al.  A REVIEW OF CONVENTIONAL SEISMIC RETROFITTING TECHNIQUES FOR URM , 2004 .

[47]  Michele Betti,et al.  Seismic Analysis of Historic Masonry Buildings: The Vicarious Palace in Pescia (Italy) , 2012 .

[48]  Giordano Teza,et al.  Geometric characterization of a cylinder-shaped structure from laser scanner data: Development of an analysis tool and its use on a leaning bell tower , 2013 .