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Assessment of the Category of Technical Condition and Seismic Stability of Historic Structures Using the Method of Dynamic Geophysical Tests. | OMICS International| Abstract
ISSN: 2168-9717

Journal of Architectural Engineering Technology
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  • Review Article   
  • J Archit Eng Tech ,
  • DOI: 10.4172/2168-9717.1000214

Assessment of the Category of Technical Condition and Seismic Stability of Historic Structures Using the Method of Dynamic Geophysical Tests.

Nigmetov GM*
Associate Professor Defence and Emergencies, Institute for Civil Defence and Emergencies, Moscow, Russia
*Corresponding Author : Nigmetov GM, Associate Professor Defence and Emergencies, Institute for Civil Defence and Emergencies, Moscow, Russia, Tel: +7 499 216 99 40, Email: tagirmaks@mail.ru

Received Date: Sep 07, 2018 / Accepted Date: Sep 29, 2018 / Published Date: Oct 07, 2017

Abstract

Protection of historical buildings is an important international task. Historical buildings, in addition to aging wear, are subjected to periodic and continuous dynamic effects from earthquakes and passing by road and rail transport and from effects of exhaust gases. Most historical objects are constructively made of local materials: adobe, brick and stone blocks, they have mixed structural schemes and do not possess the necessary seismic resistance. The authors of this article propose the technology of dynamic and geophysical testing of structures for assessing the category of technical condition and seismic stability. This article gives examples of the application of this technology to assess the state of historical objects.

Keywords: Buildings; History; Earthquakes; Seismic; Seismic wave

Citation: Nigmetov GM (2017) Assessment of the Category of Technical Condition and Seismic Stability of Historic Structures Using the Method of Dynamic Geophysical Tests. J Archit Eng Tech 6: 214. Doi: 10.4172/2168-9717.1000214

Copyright: © 2017 Nigmetov GM. This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

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