Methodology for an effective retrofitting strategy of existing masonry buildings: a case study near L'Aquila

2021 ◽  
Vol 6 (2) ◽  
pp. 141
Author(s):  
Antonio Sandoli ◽  
Bruno Calderoni
Keyword(s):  
Masonry Buildings

scholarly journals Influence of mechanical parameters on non-linear static analysis of masonry buildings: a relevant case-study

2018 ◽  
Vol 11 ◽  
pp. 331-338 ◽  
Author(s):  
Pietro Croce ◽  
Maria Luisa Beconcini ◽  
Paolo Formichi ◽  
Paolo Cioni ◽  
Filippo Landi ◽  
...  
Keyword(s):  
Static Analysis ◽  
Masonry Buildings ◽  
Mechanical Parameters ◽  
Relevant Case ◽  
Non Linear ◽  
Linear Static Analysis

scholarly journals Seismic vulnerability of historic masonry buildings: a case study in the center of Lucca

2018 ◽  
Vol 11 ◽  
pp. 169-176 ◽  
Author(s):  
Sonia Boschi ◽  
Andrea Borghini ◽  
Barbara Pintucchi ◽  
Nicola Zani
Keyword(s):  
Seismic Vulnerability ◽  
Masonry Buildings ◽  
Historic Masonry

scholarly journals A case study about embodied energy in concrete and structural masonry buildings

2014 ◽  
Vol 13 (2) ◽  
pp. 9-14 ◽  
Author(s):  
Marco Aurelio Gonzalez Stumpf ◽  
Marlova Piva Kulakowski ◽  
Luciano G Breitenbach ◽  
Felipe Kirch
Keyword(s):  
Embodied Energy ◽  
Masonry Buildings

scholarly journals Seismic vulnerability of traditional masonry building a case study of Byasi, Bhaktapur

2017 ◽  
Vol 4 ◽  
pp. 24-30
Author(s):  
Shyam Sundar Basukala ◽  
Prem Nath Maskey
Keyword(s):  
Seismic Vulnerability ◽  
Linear Time ◽  
Fragility Curves ◽  
Time History ◽  
Masonry Building ◽  
Masonry Buildings ◽  
Masonry Structures ◽  
Rapid Visual Screening ◽  
Visual Screening

Historic buildings of Nepal are mainly constructed from masonry structure. Since masonry structures are weak in tension which leads to the failure of structure. So, to avoid possible damage in environment lives and property it is urgent to conduct vulnerability assessments. Seismic vulnerability of historic masonry buildings constructed in Bhaktapur at Byasi area is carried out for the case study. Five load bearing masonry buildings were selected out of 147 buildings considering opening percentage, storey and type of floor for modeling in SAP 2000 V10 Various methods of rapid visual screening (FEMA 154, EMS 98) are used to determine the vulnerability of the selected building. The Selected Building response is carried out by linear time history analysis. The seismic vulnerability of masonry structures is determined in terms of fragility curves which represent the probability of failure or damage due to various levels of strong ground motions for different damage state slight, moderate, extensive and collapse. From the result of Rapid Visual Screening (RVS) and Fragility curves of the buildings it is found that whole, buildings are found vulnerable from future earthquake.

scholarly journals Case Study of Damage on Masonry Buildings Produced by Tunneling Induced Settlements

2014 ◽  
Vol 8 (4) ◽  
pp. 602-625 ◽  
Author(s):  
Carles Camós ◽  
Climent Molins ◽  
Oriol Arnau
Keyword(s):  
Masonry Buildings
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