A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Investigation on Fire Induced Damages of RCC Building
Fire is one of the most hazardous loads that can affect a concrete structure. The amount of damage that happened in the structure depends on the temperature range and duration of exposure of heat to the structure. An RCC structure can withstand the temperature up to 200 °F. After 200 °F the concrete will begin to show some damages that can be either noticed by visual inspection or by tests like destructive and non- destructive tests. Repair and rehabilitation method is preferred for such buildings than demolition. So many retrofitting methods are used to repair the damaged structural members based on the deteriorated effects that happened. In this paper a fire damaged building situated at Ernakulam, Kerala is studied. As of the first stage of assessment visual inspection followed by non- destructive tests are carried out to find out the damages on the structural member. Analysis is done for the structure before and after fire exposure and adequate retrofitting methods have been suggested for damaged structural member.
Investigation on Fire Induced Damages of RCC Building
Fire is one of the most hazardous loads that can affect a concrete structure. The amount of damage that happened in the structure depends on the temperature range and duration of exposure of heat to the structure. An RCC structure can withstand the temperature up to 200 °F. After 200 °F the concrete will begin to show some damages that can be either noticed by visual inspection or by tests like destructive and non- destructive tests. Repair and rehabilitation method is preferred for such buildings than demolition. So many retrofitting methods are used to repair the damaged structural members based on the deteriorated effects that happened. In this paper a fire damaged building situated at Ernakulam, Kerala is studied. As of the first stage of assessment visual inspection followed by non- destructive tests are carried out to find out the damages on the structural member. Analysis is done for the structure before and after fire exposure and adequate retrofitting methods have been suggested for damaged structural member.
Investigation on Fire Induced Damages of RCC Building
Lecture Notes in Civil Engineering
Marano, Giuseppe Carlo (editor) / Rahul, A. V. (editor) / Antony, Jiji (editor) / Unni Kartha, G. (editor) / Kavitha, P. E. (editor) / Preethi, M. (editor) / Megha, K. P. (author) / Karthiyaini, S. (author) / Deepak (author)
International Conference on Structural Engineering and Construction Management ; 2022 ; Angamaly, India
2022-10-30
13 pages
Article/Chapter (Book)
Electronic Resource
English
Behavior of prestressing steels after a simulated fire: Fire-induced damages
| British Library Online Contents | 2009
Behavior of prestressing steels after a simulated fire: Fire-induced damages
| Online Contents | 2009