<?xml version="1.0" encoding="utf-8"?>
<journal>
  <titleid>33407</titleid>
  <issn>2304-6295</issn>
  <journalInfo lang="ENG">
    <title>Construction of Unique Buildings and Structures</title>
  </journalInfo>
  <issue>
    <number>2</number>
    <altNumber>7</altNumber>
    <dateUni>2013</dateUni>
    <pages>1-77</pages>
    <articles>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>1-20</pages>
        <authors>
          <author num="001">
            <authorCodes>
              <researcherid>O-6995-2019</researcherid>
              <scopusid>6508103761</scopusid>
              <orcid>0000-0002-1196-8004</orcid>
            </authorCodes>
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Vatin</surname>
              <initials>Nikolai Ivanovich</initials>
              <email>vatin@mail.ru</email>
              <address>St. Petersburg, Russian Federation</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <surname>Raychuk</surname>
              <initials>Dmitry</initials>
              <email>vicerector.sc@spbstu.ru</email>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Spiridonova</surname>
              <initials>Tatiana</initials>
              <email>spiridonova-mail@yandex.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
          <author num="004">
            <authorCodes>
              <scopusid>57189359179</scopusid>
              <orcid>0000-0002-1030-8370</orcid>
            </authorCodes>
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Tarasov</surname>
              <initials>Vladimir Aleksandrovich</initials>
              <email>vtarasov1000@yandex.ru</email>
              <address>St. Petersburg, Russian Federation</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Russian scientific journals in construction</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The comparative analysis of work of thirteen Russian scientific construction journals included in State Commission for Academic Degrees and Titles and having high impakt-factors of Russian Scientific Citation Index's for 2011 is carried out in article. Some indicators were taken for a basis of the analysis, such as impact-factor, number of self-citings, etc. Furthermore, on the basis of their change during the period from 2008 to 2011 features of development of journals were marked out. The problem of the Russian science connected with small number of publications in such analytical bases as by SCOPUS, Web of Science, etc. is studied. Consequences of this problem are low positions of the Russian higher education institutions in the international ratings.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.7.1</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>scientific research</keyword>
            <keyword>publication activity</keyword>
            <keyword>SCOPUS</keyword>
            <keyword>Russian Citation Index</keyword>
            <keyword>ISI</keyword>
            <keyword>self-citation</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.7.1/</furl>
          <file>01_vatin_raychuk_spiridonova_tarasov_07.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>21-28</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Arseniev</surname>
              <initials>Dmitry</initials>
              <email>imop@imop.spbstu.ru</email>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <surname>Malyugin</surname>
              <initials>Victor</initials>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Sergeev</surname>
              <initials>Vitaliy</initials>
              <email>Vitaly.Sergeev@spbstu.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
          <author num="004">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Strelets</surname>
              <initials>Kseniya</initials>
              <email>kstrelets@mail.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Training of professionals in the construction of nuclear power stations in the Republic of Vietnam</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The power sector - is one of the most important in the world economy and its state fundamentally influences at all human activities. Within this role of nuclear power sector is growing steadily.This article is devoted to prospects of nuclear power in the Socialist Republic of Vietnam. Particular attention is paid to training for international cooperation in the field of design, construction and operation of nuclear power plants on the basis of higher and further education of Russian State Universities.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.7.2</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>nuclear power plants</keyword>
            <keyword>construction education</keyword>
            <keyword>power-generating sector</keyword>
            <keyword>technological cycle</keyword>
            <keyword>international relationship</keyword>
            <keyword>international education programs</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.7.2/</furl>
          <file>02_vientam_07.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>29-39</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Chernova</surname>
              <initials>Anna</initials>
              <email>anna_chernova@list.ru</email>
              <address>Russia, 195251, St.Petersburg, Polytechnicheskaya, 29</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Substantiation of the parameters of wind-power and hydro-power complex in Arkhangelsk region</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The algorithm that can be used to find out the location of a wind-hydro energy complex and to determine its basic parameters at the stage of the regional development plan was described in this article.Furthermore, this algorithm is applied for Arkhangelsk region. The results can be applied to new energy facilities or to design of wind power stations with existent hydro power plants in different regions of Russia. Obtained parameters should be refined at the following stages.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.7.3</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>energy complex</keyword>
            <keyword>hydro electro station</keyword>
            <keyword>wind power station</keyword>
            <keyword>active storage</keyword>
            <keyword>firm capacity</keyword>
            <keyword>installed capacity</keyword>
            <keyword>power output</keyword>
            <keyword>displaceable volume</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.7.3/</furl>
          <file>03_chernova_07.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>40-54</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Avsiukevich</surname>
              <initials>Anastasiia</initials>
              <email>anastasiia.spb@gmail.com</email>
              <address>Russia, 195251, St.Petersburg, Polytechnicheskaya, 29</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Energy efficiency and energy saving in heat supply systems</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The issue of necessity of clear reasoning behind the indicators of efficiency operation of heat supply systems is discussed in the research. The issue of finding out the main methods of improvement of efficiency operation of heat supply systems was also discussed in the work.The analysis of definition of theory of efficiency was carried out. The main indicators of energy saving are introduced. The methods of improvement of efficiency operation of heat supply systems are discussed in the research. Also the literature review in the field of optimization of indicators of operation of heat supply systems was done.The conclusion about necessity of carrying out the optimization of indicators of operation of heat supply systems with use of exergic methods was done.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.7.4</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>energy efficiency</keyword>
            <keyword>energy saving</keyword>
            <keyword>improvement of energy efficiency</keyword>
            <keyword>indicators</keyword>
            <keyword>optimization</keyword>
            <keyword>method</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.7.4/</furl>
          <file>04_avsukevich_07.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>55-61</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Yavtushenko</surname>
              <initials>Yevgeniya</initials>
              <email>yavtushenko_89@mail.ru</email>
              <address>Russia, 195251, St.Petersburg, Polytechnicheskaya, 29</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Fundamentals of hydraulic design for ventilated facades</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Suspended facade system with ventilated air gap it is a special case of walling ventilated air gap. Flow of air is free-convection in vertical ventilated channel. Convection - one of the most economical and practical method of removing moisture from the air gap.The question is, what should be the size (width) of the gap,which providing maximum air flow pass? We reviewed version of the definition an optimal hydraulic hinged ventilated channel for buildings in this article.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.7.5</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>free-convective flow</keyword>
            <keyword>ventilated facades</keyword>
            <keyword>polytropic</keyword>
            <keyword>an optimal hydraulically channel</keyword>
            <keyword>density of air</keyword>
            <keyword>ventilated gap</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.7.5/</furl>
          <file>05_yavtushenko_07.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>62-70</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Chernukha</surname>
              <initials>Nikita</initials>
              <email>chernukha.n@mail.ru</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Quality control of the reinforced concrete structures when inspecting buildings</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">This article presents the relevance of the evaluation of technical condition category when inspectingconstructions, built in the second half of the 20th century. One of the tasks, arising at the stage of instrumental technical inspection, is determination of strength characteristics of materials for further testing calculation. Applying to reinforced concrete structures, it is necessary to determine the concrete strength at compression and parameters of reinforcement. In the theoretical part of the study the main issue was thecomparative analysis of the existing control methods of the aboveground reinforced concrete structures. In theempirical part of the study the main concern was finding out the reliability of the test results, received with the use of elastic rebound method by different tools.The results of the study indicated that there is the necessity of application and improvement of non-destructive control equipment.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.7.6</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>quality control</keyword>
            <keyword>aboveground reinforced concrete structures</keyword>
            <keyword>the stages of technicalinspection</keyword>
            <keyword>instrumental technical inspection</keyword>
            <keyword>concrete strength at compression</keyword>
            <keyword>parameters of reinforcement</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.7.6/</furl>
          <file>06_chernukha_Quality_control_07.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>71-77</pages>
        <authors>
          <author num="001">
            <authorCodes>
              <researcherid>O-1930-2017</researcherid>
              <scopusid>6701751705</scopusid>
              <orcid>0000-0002-7889-1996</orcid>
            </authorCodes>
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russian Federation</orgName>
              <surname>Melnikov</surname>
              <initials>Boris Evgenevich</initials>
              <email>melnikovboris@mail.ru</email>
              <address>St. Petersburg, Russian Federation</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <surname>Chernysheva</surname>
              <initials>Natalia</initials>
              <email>chernat0000@mail.ru</email>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <surname>Podgornaya</surname>
              <initials>Nadezhda</initials>
            </individInfo>
          </author>
          <author num="004">
            <individInfo lang="ENG">
              <surname>Chigareva</surname>
              <initials>Irina</initials>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Peculiarities of the application of endochronic theory of plasticity to studythe deformation of soils and building materials</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">This article contains an analytical overview of the basic and modern works on endochronic theory of plasticity. Rationality of this theory using for stress-strain state of soils and building materials studying is concluded by means of analysis of the basic tenets of endochronic theory. This non-classic theory of plasticity is usefull for strain analysis of such materials because it is not based on the construction of the loading surface for admission to the residual strain. Such a construction is very difficult for these materials.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.7.7</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>theory of plasticity</keyword>
            <keyword>endochronic approach</keyword>
            <keyword>the intrinsic time measure</keyword>
            <keyword>constitutive equations</keyword>
            <keyword>building materials</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.7.7/</furl>
          <file>07_chernysheva_et_al_07.pdf</file>
        </files>
      </article>
    </articles>
  </issue>
</journal>
