Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia

2019 ◽  
pp. 82-95
Author(s):  
C. Lima ◽  
M. Angiolilli ◽  
F. Barbagallo ◽  
B. Belletti ◽  
A. V. Bergami ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Nonlinear Modeling ◽  
School Building ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Modeling Approaches

scholarly journals Digital mapping of corrosion risk in coastal urban areas using remote sensing and structural condition assessment: case study in cyprus

2016 ◽  
Vol 8 (1) ◽  
Author(s):  
Kyriacos Neocleous ◽  
Andreas Christofe ◽  
Athos Agapiou ◽  
Evagoras Evagorou ◽  
Kyriacos Themistocleous ◽  
...  
Keyword(s):  
Remote Sensing ◽  
Reinforced Concrete ◽  
Urban Areas ◽  
Corrosion Damage ◽  
Structural Condition ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Corrosion Risk ◽  
Risk Maps

AbstractAtmospheric corrosion is one of the main factors leading to performance deterioration of reinforced concrete buildings; and, hence, periodic structural condition monitoring is required to assess and repair the adverse effects of corrosion. However, this can become a cumbersome and expensive task to undertake for large populations of buildings, scattered in large urban areas. To optimize the use of available resources, appropriate tools are required for the assessment of corrosion risk of reinforced concrete construction. This paper proposes a framework for the production of digital corrosion risk maps for urban areas; Cyprus was used as a case study. This framework explored multi-temporal satellite remote sensing data from the Landsat sensors as well as corrosion risk factors derived from the results of a recently completed research project, entitled “STEELCOR”. This framework was used to develop two corrosion risk scenarios within Geographical Information Systems, and to produce corrosion risk maps for three coastal cities of Cyprus. The thematic maps indicated that, for slight corrosion damage, the distance of reinforced concrete buildings from the coast was more influential than the building age. While, for significant corrosion damage, the maps indicated that the age of RC buildings was more influential than the distance from the coast.

scholarly journals Analyzing the Effect of International Standards Details of Reinforced Concrete Buildings on Ductility and Energy Absorption of Structure (A Case Study of Nakhjavan Palace Project)

2016 ◽  
Vol 10 (10) ◽  
pp. 165
Author(s):  
Hamed Nouri ◽  
Mehdi Khorami Roz ◽  
Mehdi Taghavi ◽  
A. R. Molaii Shakib ◽  
B. Sarabi Mianji
Keyword(s):  
Reinforced Concrete ◽  
Energy Absorption ◽  
General Structure ◽  
Damage Index ◽  
Shear Wall ◽  
International Standards ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Index Model

As studies have been conducted on structures exposed to earthquake or other similar destructive events revealed, implementation problems during construction have led to slight, serious and irrevocable damage. Meanwhile, with respect to various sensitive and subtle details, implementing concrete structures have not been excluded from this principle or are involved with these problem’s consequences. The present study investigated the relation between ductility and energy absorption, especially when the imposed lateral load is alternative. Also, the issue of energy-taking and input energy dissipation in a structure implemented according to international standards details of reinforced was studied. Furthermore, by implementing damage index model based on hysteric energy theory, three index levels including elemental, stratified and general structure damage were presented and the importance of precisely implementing regulation details were interpreted. Moreover, ductility and energy absorption level in tall structures’ load revisiting systems as well as structures’ non-linear behavior causes were explained. Since this case study focused on bending frame system and shear wall and analyzed total deformation of structures constituting shear wall and rigid frame. The research findings can be useful to determine the effect of implementing international standards details of reinforced concrete buildings on ductility and energy absorption of structure.

The influence of infilled panels in retrofitting interventions of existing reinforced concrete buildings: a case study

2014 ◽  
Vol 11 (2) ◽  
pp. 162-175 ◽  
Author(s):  
Francesco Porco ◽  
Andrea Fiore ◽  
Giuseppina Uva ◽  
Domenico Raffaele
Keyword(s):  
Reinforced Concrete ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings
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