A seismic analysis for masonry constructions: The different schematization methods of masonry walls
Seismic analysis of masonry structures is usually analyzed through the use of structural calculation software based on equivalent frames method or to macro-elements method. In these approaches, the masonry walls are divided into vertical elements, masonry walls, and horizontal elements, so-called sp...
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description | Seismic analysis of masonry structures is usually analyzed through the use of structural calculation software based on equivalent frames method or to macro-elements method. In these approaches, the masonry walls are divided into vertical elements, masonry walls, and horizontal elements, so-called spandrel elements, interconnected by rigid nodes. The aim of this work is to make a critical comparison between different schematization methods of masonry wall underlining the structural importance of the spandrel elements. In order to implement the methods, two different structural calculation software were used and an existing masonry building has been examined. |
doi_str_mv | 10.1063/1.5012364 |
format | Conference Proceeding |
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S. ; Codispoti, Rosamaria ; Scuro, Carmelo</creator><contributor>Simos, Theodore E. ; Kalogiratou, Zacharoula ; Monovasilis, Theodore</contributor><creatorcontrib>Olivito, Renato. S. ; Codispoti, Rosamaria ; Scuro, Carmelo ; Simos, Theodore E. ; Kalogiratou, Zacharoula ; Monovasilis, Theodore</creatorcontrib><description>Seismic analysis of masonry structures is usually analyzed through the use of structural calculation software based on equivalent frames method or to macro-elements method. In these approaches, the masonry walls are divided into vertical elements, masonry walls, and horizontal elements, so-called spandrel elements, interconnected by rigid nodes. The aim of this work is to make a critical comparison between different schematization methods of masonry wall underlining the structural importance of the spandrel elements. 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In order to implement the methods, two different structural calculation software were used and an existing masonry building has been examined.</description><subject>Earthquake construction</subject><subject>Masonry</subject><subject>Masonry construction</subject><subject>Mathematical analysis</subject><subject>Seismic analysis</subject><subject>Software</subject><subject>Walls</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2017</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNp9kE9LAzEQxYMoWKsHv0HAm7A1fzbJrrdSrAoFLxW8hexuQlN2N2smVeqnt7VFb55mhvm94c1D6JqSCSWS39GJIJRxmZ-gERWCZkpSeYpGhJR5xnL-do4uANaEsFKpYoTqKQbrofM1Nr1pt-ABuxBxZyD0cYvr0EOKmzr5XXOPlyuLG--cjbZPGOqV7UzyX2a_xp1Nq9AADu5X_mnaFi7RmTMt2KtjHaPX-cNy9pQtXh6fZ9NFNjDBU1YUnElmXFmpnBemqlTR5E4YZnazU8IJqYyiJcuVKQvZNKTihWONJU44RQUfo5vD3SGG942FpNdhE3dfgWaUSsK44Hvq9kBB7dOPcT1E35m41ZTofYia6mOI_8EfIf6Bemgc_waE93Oz</recordid><startdate>20171128</startdate><enddate>20171128</enddate><creator>Olivito, Renato. 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S.</au><au>Codispoti, Rosamaria</au><au>Scuro, Carmelo</au><au>Simos, Theodore E.</au><au>Kalogiratou, Zacharoula</au><au>Monovasilis, Theodore</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>A seismic analysis for masonry constructions: The different schematization methods of masonry walls</atitle><btitle>AIP conference proceedings</btitle><date>2017-11-28</date><risdate>2017</risdate><volume>1906</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>Seismic analysis of masonry structures is usually analyzed through the use of structural calculation software based on equivalent frames method or to macro-elements method. In these approaches, the masonry walls are divided into vertical elements, masonry walls, and horizontal elements, so-called spandrel elements, interconnected by rigid nodes. The aim of this work is to make a critical comparison between different schematization methods of masonry wall underlining the structural importance of the spandrel elements. In order to implement the methods, two different structural calculation software were used and an existing masonry building has been examined.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/1.5012364</doi><tpages>4</tpages></addata></record> |
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subjects | Earthquake construction Masonry Masonry construction Mathematical analysis Seismic analysis Software Walls |
title | A seismic analysis for masonry constructions: The different schematization methods of masonry walls |
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