scholarly journals Nondestructive Testing on Reinforced Concrete Structure: A Case Study

2021 ◽  
pp. 76-79
Author(s):  
Noura A. Almutawa ◽  
Hasan A. Almuhanna ◽  
Ali K. Saleh
Keyword(s):  
Reinforced Concrete ◽  
Nondestructive Testing ◽  
Concrete Structure ◽  
Reinforced Concrete Structure

scholarly journals Structural identification of tall buildings: a reinforced concrete structure as a case study

2021 ◽  
Vol 15 ◽  
pp. e00701
Author(s):  
Antonio Gesualdo ◽  
Antonio Fortunato ◽  
Francesco Penta ◽  
Michela Monaco
Keyword(s):  
Reinforced Concrete ◽  
Concrete Structure ◽  
Tall Buildings ◽  
Structural Identification ◽  
Reinforced Concrete Structure

Structural Assessment: A Case Study of Low Rise Building Performance after Experiencing Earthquake

2016 ◽  
Vol 845 ◽  
pp. 246-251
Author(s):  
Widodo ◽  
Mayhendra ◽  
Sarwidi
Keyword(s):  
Reinforced Concrete ◽  
Concrete Structure ◽  
Shear Capacity ◽  
Building Performance ◽  
Shear Cracks ◽  
Reinforced Concrete Structure ◽  
Populated Area ◽  
Structural Assessment ◽  
Limit Value

The 2006 Yogyakarta earthquake was only M6.2 Richer scale, but its epicenter was very shallow and very close to the dense populated area. The considered building is a low rise reinforced concrete structure and it exhibited significant shear cracks near the beam’s ends of the structure. The structural assessment was not carried out immediately after earthquake with many reasons. Structural assessment of the considered building has been carried out. The considered building is 5-story ordinary reinforced concrete structure with single bay beam. Since the specific Indonesian Codes for this purpose is not available, finally assessment was conducted by using [2,3,4,5] Codes. Results of the assessment showed that the demand capacity ratio DCR of shear at ends of the beams already greater than limit value 2.0, means that a further analysis such as non linear static (push over) should be carried out. Result of the assessment showed that the performance of the building is still in Immediately Occupancy (IO) level and this result truly meets with the building response soon after earthquake. However, strengthening the shear capacity of the beams needs to be carried out.

Influence of concrete cover in the service life of a newly built reinforced concrete structure: a case study

2020 ◽  
Vol 5 (1) ◽  
Author(s):  
Matheus Rocha da Silva ◽  
Abrahão Bernardo Rohden ◽  
Esequiel Fernandes Teixeira Mesquita ◽  
Monica Regina Garcez
Keyword(s):  
Reinforced Concrete ◽  
Service Life ◽  
Concrete Structure ◽  
Concrete Cover ◽  
Reinforced Concrete Structure

Evaluation and Repair of a Reinforced Concrete Structure: A Case Study

2018 ◽  
Vol 7 (7) ◽  
Author(s):  
Fábio Giovanni Xavier de Oliveira ◽  
Flávio Roberto Xavier de Oliveira
Keyword(s):  
Reinforced Concrete ◽  
Concrete Structure ◽  
Reinforced Concrete Structure

WELLS COATES' “ISOKON” REVIVED: A CASE STUDY OF BRITISH CONTEMPORARY BEST PRACTICE IN THE RESTORATION OF MODERNIST ARCHITECTURE

2012 ◽  
Vol 2 (4) ◽  
pp. 11-15
Author(s):  
S. K BASS
Keyword(s):  
Reinforced Concrete ◽  
Concrete Structure ◽  
Best Practice ◽  
Reinforced Concrete Structure ◽  
Apartment Building ◽  
Heating Systems ◽  
Modernist Architecture

This article presents a successful example of the restoration of a building from the 1930s in London the Isokon apartment building in Hampstead by Wells Coates. The article describes the analysis of the condition of this listed English modernist building and the strategy for its restoration according to the principle of authenticity. The methods deployed to restore the monolithic reinforced concrete structure, the roof and the original interiors to accommodate modern appliances and heating systems are detailed.

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