Nikolai N. Trekin
Nikolai N. Trekin

Nikolai N. Trekin

Moscow State University of Civil Engineering (National Research University) (MGSU). Dr. Sci. (Engineering), Professor of the Department of Reinforced concrete and stone structures. Moscow, Russian Federation



Publications

Reinforcing Steel AH600C (Brand 20G2SFBA) with Increased Performance for Earthquake Engineering
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Given a brief description of features and specifications of reinforcement of the class Aн600C (brand 20G2SFBA). Areas of rational application of reinforcing steel of the class AH600C (brand 20G2SFBA) are considered at compression with casual eccentricity, non-central compression with small and big eccentricity in compressed structures of squared cross-section. Are given analytical dependences in the calculation of structures in the first and second group of limit states.

Development of a sensor for determining stresses inside reinforced concrete structures. Part 1
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The article presents the results of the first stage of the development of the optimal design of the stress sensor, which allows to evaluate the stress-strain state of the section inside the experimental reinforced concrete structure. The task was to develop a voltage sensor with high structural strength (the ability to maintain  operability at a pressure of more than 350 kg / cm2), stability of measurement results, as well as ease of manufacture. The experience of using voltage sensors based on various physical principles is considered, as well as a brief historical background of the development of methods for determining the stresses of building structures of buildings and structures is presented.

Clarification of the coefficient of responsibility K0 when calculating earthquake resistance for individual structural elements (columns) of multi-storey monolithic reinforced concrete frame buildings (in the order of discussion)
Issue: #4 2021
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The analysis of the regulatory documents of the Russian Federation in terms of the requirements for accounting for the responsibility of buildings and structures when calculating for seismic impacts is given. For discussion, an approach is proposed to the differentiated assignment of the responsibility coefficient Kо for individual structural elements (columns) of a multi-storey monolithic reinforced concrete frame building when determining calculated seismic loads. Based on the results of calculations for an emergency settlement situation associated with the expected initial local destruction of the column, taking into account its different location in the plan and height for the columns, the values of the coefficients of significance of the location in the plan and the location in height are determined, taking into account the analysis of the calculated volumes of destruction, and are further used to clarify the values of the coefficients of responsibility Kо.

Разработка датчика для определения напряжений внутри железобетонных конструкций. Часть 2
Issue: #5-2023
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The publication is the second part of a study devoted to the development of an optimal design of a voltage sensor that allows the determination of stresses in the cross section of small-sized laboratory samples of monolithic solid-state structures made of concrete, reinforced concrete, polymer concrete, gypsum and other monolithic materials. The tasks of the experimental design were the development of a stress sensor designed to work inside monolithic structures, which has the ability to stably make measurements during the appearance and formation of cracks, as well as ease of manufacture and low cost of the components. The developed sensors make it possible to determine stresses in laboratory structures with high accuracy without significantly affecting the stress-strain state of the section, which makes it possible to determine the stress state of the section at different stages of the structural element.

In the first part of the study, the results of which were presented in the materials [2], the experience of using voltage sensors based on various physical principles was considered, as well as a brief historical background of the development of methods for determining the stresses of building structures of buildings and structures was presented. The results of experimental design of the voltage sensor housing made of polymer materials (epoxy resin) have been published. The requirements for the housing of a voltage sensor suitable for use in laboratory structures have been determined.

This publication discusses the design solution of the sensor housing made of duralumin alloy, a material that meets most of the developed requirements.