Methods of Assessing the Strength of Masonry to Ensure the Reliability of Reconstructed Structures
L.F. Kazanskaya1, Yu. A. Belentsov2
1L.F. Kazanskaya, Department of Building Materials, Emperor Alexander I St. Petersburg State Transport University, Saint-Petersburg, Russia
2Yu.A. Belentsov, Department of Building Materials, Emperor Alexander I St. Petersburg State Transport University, Saint-Petersburg, Russia
Manuscript received on 03 August 2019 | Revised Manuscript received on 09 August 2019 | Manuscript published on 30 August 2019 | PP: 3435-3439 | Volume-8 Issue-10, August 2019 | Retrieval Number: J97120881019/19©BEIESP | DOI: 10.35940/ijitee.J9712.0881019
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The reliability of structures in the reconstruction of buildings depends on quality control methods that can be destructive and non-destructive. Directions for improving the accuracy of methods for assessing masonry as a complete construction system are proposed in the paper. The factors to be taken into account when assessing the bearing capacity of the operating buildings have been stated. Margin of errors of a number of parameters using different methods of strength assessment have been determined.
Keywords: Reliability of Building Structures, Reconstruction, Restoration, Masonry, Methods of Strength Assessment, Compressive Strength.
Scope of the Article: Structural Reliability Analysis