Structural Modeling & Seismic Protection of Masonry Structural Systems

The Masonry structures are complicated structures and there is, currently, a lack of knowledge and information concerning the behaviour of their structural system under seismic loading. Successful modeling of a masonry structure is a prerequisite for a reliable earthquake resistant design. However, modeling a real structure to a robust quantitative (mathematical) representation is a very difficult and complicated task. This paper is presenting a contribution toward a solution of the problem. A new methodology for earthquake resistant design of masonry structural systems, either before or after their repair and/or strengthening is presented. The application of the proposed method is illustrated in the case study of a historical and monumental masonry structure in Crete, Greece, namely the residence of Eleftherios Venizelos in Chania, who had been prime minister of Greece and a leading national personality in the first half of the 20 th century.

[1]  R. Barrón-Corvera Spectral evaluation of seismic fragility of structures , 2001 .

[2]  C. A. Syrmakezis,et al.  Structural Analysis Methodology For HistoricalBuildings , 1970 .

[3]  Roberto T. Leon,et al.  Recommendations for Seismic Evaluation and Retrofit of Low-Rise URM Structures , 2006 .

[4]  Pw Kleeman,et al.  THE FAILURE OF BRICK MASONRY UNDER BIAXIAL STRESSES. , 1985 .

[5]  Panagiotis G. Asteris,et al.  MASONRY FAILURE CRITERION UNDER BIAXIAL STRESS STATE , 2001 .

[6]  Paulo B. Lourenço,et al.  Computations on historic masonry structures , 2002 .

[7]  G. Croci Restoration of Historical Structures: An Introduction , 2001 .

[8]  P. Lestuzzi,et al.  Seismic Vulnerability Of Monumental BuildingsIn Switzerland , 2005 .

[9]  Y. K. Wen,et al.  Damage-Limiting Aseismic Design of Buildings , 1987 .

[10]  Ugo Andreaus Failure Criteria for Masonry Panels under In-Plane Loading , 1996 .

[11]  P. Lourenço Computational strategies for masonry structures : Proefschrift , 1996 .

[12]  Charles A. Kircher,et al.  Development of Building Damage Functions for Earthquake Loss Estimation , 1997 .

[13]  Paulo B. Lourenço,et al.  Recommendations for restoration of ancient buildings and the survival of a masonry chimney , 2006 .

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

[15]  Panagiotis G. Asteris,et al.  Earthquake Resistant Design and Rehabilitation of Masonry Historical Structures , 2005 .

[16]  Panagiotis G. Asteris,et al.  A Simple Heuristic Algorithm to Determine the Set of Closed Surfaces of the Cubic Tensor Polynomial~!2009-04-24~!2009-09-17~!2010-06-09~! , 2010 .

[17]  Panagiotis G. Asteris On the structural analysis and seismic protection of historical masonry structures , 2008 .

[18]  Panagiotis G. Asteris,et al.  EARTHQUAKE RESISTANT DESIGN OF MASONRY STRUCTURAL SYSTEMS , 1997 .

[19]  Antonella Saisi,et al.  INVESTIGATION PROCEDURES FOR THE DIAGNOSIS OF HISTORIC MASONRIES , 2000 .

[20]  C. A. Syrmakezis Seismic protection of historical structures and monuments , 2006 .

[21]  Dimitris Rizos,et al.  Monitoring and Urgent Interventions for a Monumental Masorny Structure due to the Thessaloniki Metro Works , 2012 .

[22]  Antonella Saisi,et al.  Research on historic structures in seismic areas in Italy , 2005 .

[23]  Claudio Modena,et al.  Repair and investigation techniques for stone masonry walls , 1997 .