The Concrete Strength Variability as Source of Irregularity for RC Existing Buildings

Author(s):  
Stefania Viti ◽  
Marco Tanganelli ◽  
Marco De Stefano
2014 ◽  
Vol 597 ◽  
pp. 283-290 ◽  
Author(s):  
Angelo Masi ◽  
Andrea Digrisolo ◽  
Giuseppe Santarsiero

The knowledge of the materials’ mechanical properties is a preliminary and important step in the seismic vulnerability assessment of existing buildings. In RC structures, the compressive strength of concrete can have a crucial role on the seismic performance and is usually difficult to estimate. Major seismic codes prescribe that concrete strength has to be determined essentially from in-situ and laboratory tests. In some cases such estimation can be complemented by default values in accordance to standards at the time of construction, therefore analysing the actual concrete properties typically found in RC existing buildings realized in different periods can make available useful data. To this end, in this paper attention has been addressed to public buildings, namely schools and hospitals. A large database made up of about 1500 test results on concrete cores extracted from about 300 RC public buildings located in Basilicata region (Italy), has been prepared and analysed. The relationships between the actual strength values (mean and dispersion) and the construction period of buildings have been studied. Theoretical distributions to approximate the discrete distributions of strength values in different construction periods have been determined, thus providing relevant data for the structural assessment of individual buildings and, especially, for large scale vulnerability evaluations.


2015 ◽  
Vol 8 (2) ◽  
pp. 379-399 ◽  
Author(s):  
M. De Stefano ◽  
M. Tanganelli ◽  
S. Viti

2011 ◽  
Vol 147 ◽  
pp. 145-148 ◽  
Author(s):  
A.Emre Cengiz ◽  
Yücel Güney ◽  
Onur Kaplan ◽  
Ahmet Topçu ◽  
Yunus Özçelikörs ◽  
...  

In this study, structural defects of existing 709 reinforced concrete (RC) buildings in Eskisehir Province were represented. Structural defects such as gaps between adjacent buildings, strong beam-weak column, mezzanine floor, short column, corner column, discontinuous frame, anchorage beams, long span, segregation, corrosion, inconvenient column/beam lateral reinforcement, low concrete strength and inconvenient steel reinforcement were determined in the study. It was determined that %35 of existing buildings have discontinuous frame, %16 of them have long span problem. It was also observed that nearly %40 of the buildings have no column/beam lateral reinforcement and %70 of them have inadequate gaps.


1974 ◽  
Vol 26 (89) ◽  
pp. 239-240
Author(s):  
R. G. Drysdale ◽  
J. H. Bungey

2021 ◽  
Vol 54 (6) ◽  
Author(s):  
Zoubir-Mehdi Sbartaï ◽  
Maitham Alwash ◽  
Denys Breysse ◽  
Xavier Romão ◽  
Vincenza A. M. Luprano

2011 ◽  
Vol 488-489 ◽  
pp. 739-742
Author(s):  
Lucio Nobile ◽  
Mario Bonagura ◽  
Veronica Bartolomeo

Assessment of concrete strength in existing structures is a very fundamental task today, because the mechanical characteristics are strictly connected to seismic protection and performance estimation of the material. To this aim, several compression tests has been carried out on drilled core samples in conjunction with different NDT methods. The activity presented in the paper is still under development and is intended as a reference in the choice of the methods and correlations for structural survey of existing buildings.


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