<?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>1</number>
    <altNumber>6</altNumber>
    <dateUni>2013</dateUni>
    <pages>1-65</pages>
    <articles>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>1-10</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Yavarov</surname>
              <initials>Alexandr</initials>
              <email>yavarov_av@mail.ru</email>
              <address>Russia, 195251, St.Petersburg, Polytechnicheskaya, 29</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Kolosova</surname>
              <initials>Galina</initials>
              <address>Russia, 195251, St.Petersburg, Polytechnicheskaya, 29</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Kuroedov</surname>
              <initials>Vladimir</initials>
              <address>Russia, 195251, St.Petersburg, Polytechnicheskaya, 29</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Stress-strain state of buried pipelines</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Authors reviewed the article about the stress-strain state of buried pipelines in this paper. The principle of sequential complexity model of the buried pipelines was presented. Models of pipelines, soil models were givenan account.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.6.1</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>strength calculation methods of buried pipelines</keyword>
            <keyword>buried pipeline’s models</keyword>
            <keyword>models of soils</keyword>
            <keyword>the stress-strain state</keyword>
            <keyword>submodeling</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.6.1/</furl>
          <file>01_kolosova_kuroedov_yavarov_6.pdf</file>
        </files>
      </article>
      <article>
        <artType>REP</artType>
        <langPubl>RUS</langPubl>
        <pages>11-17</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>NAHB Research center</orgName>
              <surname>National Association of Home Builders</surname>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <surname>International Zinc Association</surname>
              <email>contact@zinc.org</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Durability of galvanized steel framing in residential buildings</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Durability of Galvanized Steel Framing in Residential Buildings was a study commissioned by the International Zinc Association (IZA) that measured actual zinc and zinc-alloy coating corrosion rates of steel framing samples in four different home environments in the US and Canada over a ten year period. The National Association of Home Builders (NAHB) Research Center was the research contractor.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.6.2</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>steel structures</keyword>
            <keyword>inspection</keyword>
            <keyword>corrosion</keyword>
            <keyword>galvanized steel</keyword>
            <keyword>zink-alloy</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.6.2/</furl>
          <file>02_dolgovechnost_6.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>18-21</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Moscow State University of Civil Engineering</orgName>
              <surname>Severova</surname>
              <initials>Ekaterina</initials>
              <email>severovakat@gmail.com</email>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Moscow State University of Civil Engineering</orgName>
              <surname>Pashkevich</surname>
              <initials>Stanislav</initials>
              <email>pashkevich86@mail.ru</email>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Moscow State University of Civil Engineering</orgName>
              <surname>Adamtsevich</surname>
              <initials>Aleksey</initials>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Energy efficiency in construction – aspects of development in Russia</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The article is talking about the issue of the necessity to introduce measures to increase energy efficiency in the civil engineering. The topic is very urgent because of steadily rising prices for fuel, the depletion of natural resources and environmental degradation. Systems of ecological and sustainable construction assessment are actively developed all over the world today. Such system as LEED, BREEAM undoubtedly contribute to increase the number of energy-efficient buildings. Russia has also introduced a system of voluntary certification, called “Green Standards”. But this system has not been tested; it also requires improvement of some parameters of assessment in terms of the regulatory framework. Also, it is very necessary to government to take part in introduction of environmental certification and promotion of the development of energy efficient and sustainable construction.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.6.3</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>energy</keyword>
            <keyword>efficiency</keyword>
            <keyword>resources</keyword>
            <keyword>system</keyword>
            <keyword>development</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.6.3/</furl>
          <file>03_pashkevich_adamtsevich_severova_6.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>22-27</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Bulatov</surname>
              <initials>Georgiy</initials>
              <email>gybulatov@mail.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Kolosova</surname>
              <initials>Natalya</initials>
              <email>nb.kolosova@yandex.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Teplov</surname>
              <initials>Andrei</initials>
              <email>abteplov@mail.ru</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Bearing capability of driven piles with different types of cross-section</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The research of influence of piles with cross section on the pile’s load capacity is published in this article.Special attention to driven piles was payed, because they are very popular in building area. As a result, authors explored that constituent which depends on exterior perimeter of pile’s cross-section is very important.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.6.4</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>pile foundation</keyword>
            <keyword>types of piles</keyword>
            <keyword>cross-section of pile</keyword>
            <keyword>driven piles</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.6.4/</furl>
          <file>04_kolosova_teplov_bulatov_6.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>28-35</pages>
        <authors>
          <author num="001">
            <authorCodes>
              <scopusid>56297902900</scopusid>
              <orcid>0000-0003-2842-4633</orcid>
            </authorCodes>
            <individInfo lang="ENG">
              <orgName>OZIS-Venture LLC</orgName>
              <surname>Ulybin</surname>
              <initials>Alexey Vladimirovich</initials>
              <email>ulybin@mail.ru</email>
              <address>St. Petersburg, Russian Federation</address>
            </individInfo>
          </author>
          <author num="002">
            <authorCodes/>
            <individInfo lang="ENG">
              <orgName>LLC "OZIS-Venture"</orgName>
              <surname>Korenev</surname>
              <initials>Valeriy</initials>
              <email>eddiecleveland@mail.ru</email>
              <address>4/1 Vavilovyh St., St. Petersburg, Russia, 195257</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">The method of length measurement for hollow steel piles</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">This publication includes information about problems of pile foundation inspection using non-destructive methods. There is no information on how to measure the length of the pile using seismo-acoustic method in modern Russian standards. This raises the question of the applicability of this method to monitor the piles and the factors that affect the result of measurement. Results contain length measurements, performed on steel pile-shell with an open end in a variety of conditions. The result is the confirmed possibility of seismo-acoustic method for controlling the length of piles of this type. The influence of the surrounding environment on pileaccuracy was found.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.6.5</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>pile foundation</keyword>
            <keyword>inspection of buildings and constructions</keyword>
            <keyword>non-destructive control</keyword>
            <keyword>seismically-acoustic method</keyword>
            <keyword>pile length measurement</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.6.5/</furl>
          <file>05_ulybin_korenev_6.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>36-46</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Bokovaya</surname>
              <initials>Natalya</initials>
              <email>bokovaya@list.ru</email>
              <address>Russia, 195251, St.Petersburg, Polytechnicheskaya, 29</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Xia</surname>
              <initials>Jiaming</initials>
              <email>xiajiaming@mail.ru</email>
              <address>Russia, 195251, St.Petersburg, Polytechnicheskaya, 29</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Morozova</surname>
              <initials>Tatiana</initials>
              <email>t.f.morozova@yandex.ru</email>
              <address>Russia, 195251, St.Petersburg, Polytechnicheskaya, 29</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Organization of quarters’ line building by social, cultural and communal facilities</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The analysis of general trends in quarters’ line building of companies including social and cultural facilitiesis presented in this article. Furthermore, principles of structure’s formation in building of such companies are defined. The method of formation, calculation and optimization of quarters’ line building types is offered. Also, heuristic algorithm of peak loads’ reduction is presented in schedule of workers. In addition, the method includes interactive mode and MS Project’s opportunities, the technical and economic estimation.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.6.6</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>scheduling</keyword>
            <keyword>investment and construction project</keyword>
            <keyword>general lay-out</keyword>
            <keyword>risk</keyword>
            <keyword>resource schedule</keyword>
            <keyword>optimization</keyword>
            <keyword>resource leveling</keyword>
            <keyword>random number</keyword>
            <keyword>peak load</keyword>
            <keyword>heuristic algorithm</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.6.6/</furl>
          <file>06_morozova_bokovaya_sya_6.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>47-54</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>Dubov</surname>
              <initials>Victor</initials>
              <email>vicvicdub@mail.ru</email>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>"103 Trest" GC</orgName>
              <surname>Petrakov</surname>
              <initials>Gennadiy</initials>
              <email>p@103trest.ru</email>
              <address>St. Petersburg, st. Zaitseva, 4, bl. 2, let. A, 198096, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Implantation of RMD 41-11-2012 Saint-Petersburg “Organization of heating systems in Saint-Petersburg”</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The article contains about producing quality of installation heating systems in Saint-Petersburg with implantation of Regional methodical document (RMD), which elevate requirements for quality of heating systems to European standard’s level. Moreover, this document has got a lot of advantages, for example, it includes regulations for achievementof technical regulation’s goals and it involves natural and climatic conditions, social features and economic opportunities of Saint-Petersburg as subject of Russian Federation. In conclusion, this document was developed by Saint-Petersburg State Polytechnical University. Also, it was recommended as basis for creating self-regulating standards.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.6.7</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>heating systems</keyword>
            <keyword>quality</keyword>
            <keyword>self-regulating standards</keyword>
            <keyword>building control</keyword>
            <keyword>expertise</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.6.7/</furl>
          <file>07_vatin_dubov_petrakov_6.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>55-65</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Khvedchenya</surname>
              <initials>Olga</initials>
              <email>olga.khved@gmail.com</email>
              <address>Russia, 195251, St.Petersburg, Polytechnicheskaya, 29</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">The efficiency of chiller’s work</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">This paper compares the power consumption and system cost fankoil chiller-and split-systems per unit area of cold rooms for high-rise office building, this takes into account the initial cost, the cost of repairs and maintenance and other factors. The aim of this work - the definition of the annual energy consumption of split-system and a fankoil chiller and evaluation of existing methods for increasing the efficiency of the unit.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.6.8</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>split-system</keyword>
            <keyword>the chiller-fankoil</keyword>
            <keyword>air conditioning and ventilation system (SLE)</keyword>
            <keyword>energy efficiency</keyword>
            <keyword>initial cost</keyword>
            <keyword>refrigerant</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.6.8/</furl>
          <file>08_khvedchenya_6.pdf</file>
        </files>
      </article>
    </articles>
  </issue>
</journal>
