Reinforcement of laminated glass facades against the blast load
The first defensive element of the building against the explosion is the façade. On the condition that façade is not resistant against explosion and encounters the damage, the blast wave will enter the construction and increases financial losses and casualties. With respect to that glass facades do...
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Vilnius Gediminas Technical University
2015-11-01
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doaj-3061b3c652d442dc931e074d38f9b1e52021-07-02T02:45:37ZengVilnius Gediminas Technical UniversityJournal of Civil Engineering and Management1392-37301822-36052015-11-0121810.3846/13923730.2015.1109544Reinforcement of laminated glass facades against the blast loadJalal Nakhaei0Saeed Forghani1Mahdi Bitarafan2Shahin Lale Arefi3Jonas Šaparauskas4Department of Art and Architecture Engineering, Islamic Azad University, Central Tehran Branch, IranDepartment of Civil Engineering, Malek-Ashtar University of Technology, Tehran, IranDepartment of Civil Engineering, Research Institute of Shakhes Pajouh, P.O. Box 81655-1537, Isfahan, IranDepartment of Civil Engineering, University of Mohaghegh Ardabili, P.O. Box 56199-11397, Ardabil, IranDepartment of Construction Technology and Management, Vilnius Gediminas Technical University, Saulėtekio al. 11, LT-10223 Vilnius, Lithuania The first defensive element of the building against the explosion is the façade. On the condition that façade is not resistant against explosion and encounters the damage, the blast wave will enter the construction and increases financial losses and casualties. With respect to that glass facades do not possess adequate strength under the explosion; the major aim of the study is to examine variety of the reinforcement practices of glazing facades with the laminated glass subjected to the blast wave. The investigation has been done by two descriptive and simulation approaches with the finite element software of AutoDyn and eight simulations has been represented in the subject of laminated glasses. In addition, through AHP method, related questionnaires were designed so that some experts including 31 people possessing the activity and investigation background of two to thirty years in the civil protection scope answered them. Considered indexes in AHP model consist of resistance against explosion, passed light rate, expenditure, complexity and difficulty of accomplishment so that in the resistance part versus explosion, the results of numerical simulation have been benefited. Outcomes demonstrate the best function in laminated glass models belongs to the overlapped louvered opening model. Afterwards, the model of two-layer laminated glass with the spring is laid. Furthermore, the most economical model which supplies the most light as well as the most safety is the model of one-layer laminated glass with spring. http://journals.vgtu.lt/index.php/JCEM/article/view/2640laminated glassfacadeblast loadnumerical modellingbuildingAHP method |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Jalal Nakhaei Saeed Forghani Mahdi Bitarafan Shahin Lale Arefi Jonas Šaparauskas |
spellingShingle |
Jalal Nakhaei Saeed Forghani Mahdi Bitarafan Shahin Lale Arefi Jonas Šaparauskas Reinforcement of laminated glass facades against the blast load Journal of Civil Engineering and Management laminated glass facade blast load numerical modelling building AHP method |
author_facet |
Jalal Nakhaei Saeed Forghani Mahdi Bitarafan Shahin Lale Arefi Jonas Šaparauskas |
author_sort |
Jalal Nakhaei |
title |
Reinforcement of laminated glass facades against the blast load |
title_short |
Reinforcement of laminated glass facades against the blast load |
title_full |
Reinforcement of laminated glass facades against the blast load |
title_fullStr |
Reinforcement of laminated glass facades against the blast load |
title_full_unstemmed |
Reinforcement of laminated glass facades against the blast load |
title_sort |
reinforcement of laminated glass facades against the blast load |
publisher |
Vilnius Gediminas Technical University |
series |
Journal of Civil Engineering and Management |
issn |
1392-3730 1822-3605 |
publishDate |
2015-11-01 |
description |
The first defensive element of the building against the explosion is the façade. On the condition that façade is not resistant against explosion and encounters the damage, the blast wave will enter the construction and increases financial losses and casualties. With respect to that glass facades do not possess adequate strength under the explosion; the major aim of the study is to examine variety of the reinforcement practices of glazing facades with the laminated glass subjected to the blast wave. The investigation has been done by two descriptive and simulation approaches with the finite element software of AutoDyn and eight simulations has been represented in the subject of laminated glasses. In addition, through AHP method, related questionnaires were designed so that some experts including 31 people possessing the activity and investigation background of two to thirty years in the civil protection scope answered them. Considered indexes in AHP model consist of resistance against explosion, passed light rate, expenditure, complexity and difficulty of accomplishment so that in the resistance part versus explosion, the results of numerical simulation have been benefited. Outcomes demonstrate the best function in laminated glass models belongs to the overlapped louvered opening model. Afterwards, the model of two-layer laminated glass with the spring is laid. Furthermore, the most economical model which supplies the most light as well as the most safety is the model of one-layer laminated glass with spring.
|
topic |
laminated glass facade blast load numerical modelling building AHP method |
url |
http://journals.vgtu.lt/index.php/JCEM/article/view/2640 |
work_keys_str_mv |
AT jalalnakhaei reinforcementoflaminatedglassfacadesagainsttheblastload AT saeedforghani reinforcementoflaminatedglassfacadesagainsttheblastload AT mahdibitarafan reinforcementoflaminatedglassfacadesagainsttheblastload AT shahinlalearefi reinforcementoflaminatedglassfacadesagainsttheblastload AT jonassaparauskas reinforcementoflaminatedglassfacadesagainsttheblastload |
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