Selected Assessment and Retrofitting Application Techniques for Historical Unreinforced Masonry Buildings
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[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 .