<?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>6</number>
    <altNumber>11</altNumber>
    <dateUni>2013</dateUni>
    <pages>1-49</pages>
    <articles>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>1-13</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Orlova</surname>
              <initials>Anna</initials>
              <email>anna.08.85@mail.ru</email>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>non-commercial partnership “International association of light-gauge steel construction”</orgName>
              <surname>Zhmarin</surname>
              <initials>Evgeniy</initials>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>JSC “Saint-Gobain”</orgName>
              <surname>Paramonov</surname>
              <initials>Olegovich </initials>
              <email>Kirill.Paramonov@saint-gobain.com</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Power efficiency of houses from light-gauge steel structures</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Energy conservation is a hot topic these days, which covers and exhaustion of fossil fuel reserves, and the issues related to environmental conditions, but the main reason for a radical revision of the relationship to energy conservation in Russia is extremely high energy intensity, which makes the national economy inefficient and poses a questioned the implementation of the high GDP growth planned to 2020.In this paper, a method to solve this problem on the example of a new trend in the construction industry - energy-efficient construction, implies a development of effective technological and other measures aimed at streamlining the process of using energy resources at all stages of the construction industry. We have made it our task to a typical example of a cottage economy class with the most demanded area of 120 m2 (project "Repin") to determine the energy efficiency of its parameters in accordance with SNIP 23-02-2003 "Thermal protection of buildings" and to evaluate measures to improve the energy efficiency class.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.11.1</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>energy saving</keyword>
            <keyword>light-gauge steel construction</keyword>
            <keyword>ecology</keyword>
            <keyword>thermal insulation</keyword>
            <keyword>thermoprofile</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.11.1/</furl>
          <file>1_z_p_o_11.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>14-19</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Savchenko</surname>
              <initials>Alexey</initials>
              <email>ya.int@yandex.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State Polytechnical University</orgName>
              <surname>Lalina</surname>
              <initials>Irina</initials>
              <email>rinalalina@yandex.ru</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Static calculation of option of Mainskaya hydroelectric power station’s labyrinth spillway with use of the SOFiSTiK software</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The purpose of the present article is information on use for calculations of similar structures of the modern SOFiSTiK program computer system (www.sofistik.ru), realizing of the finite element method (FEM).</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.11.2</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>static calculation</keyword>
            <keyword>thin-walled spillway</keyword>
            <keyword>finite element method</keyword>
            <keyword>SOFiSTiK</keyword>
            <keyword>WinTUBE</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.11.2/</furl>
          <file>2_savchenko_lalina_11.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>20-26</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Zarubin</surname>
              <initials>Petr</initials>
              <email>zarubin.pit@yandex.ru</email>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Baranovskiy</surname>
              <initials>Mikhail</initials>
              <email>bm_y@mail.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <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">Tekla Structures – is innovation of structres’s modeling</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">In article it is told about the program Tekla Structures complex giving great opportunities for design of any kinds of buildings and constructions. He allows creating detailed BIM models, helping engineers to make more reasonable decisions on a design and to integrate processes from an early conceptual phase and design, before production and installation.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.11.3</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>calculation of structures</keyword>
            <keyword>BIM modeling</keyword>
            <keyword>CAD</keyword>
            <keyword>three-dimensional modeling</keyword>
            <keyword>steel structures</keyword>
            <keyword>monolithic reinforced concrete</keyword>
            <keyword>precast concrete structures</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.11.3/</furl>
          <file>3_baranovskij_tarasov_11.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>28-33</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Orlov</surname>
              <initials>Vyacheslav</initials>
              <email>red.orlov@yandex.ru</email>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Zaytsev</surname>
              <initials>Oleg</initials>
              <email>zaytsev.001@yandex.ru</email>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <surname>Loktionova</surname>
              <initials>Elena</initials>
              <email>elena.lokt@yandex.ru</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Assessment of pollution area's sizes natural ground waters infiltration stream</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The task about movement of ground waters in the interfluves massif of soil in the presence of an infiltration food from an earth surface is described in article. This task is actual as rather often meets in engineering practice.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.11.4</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>movement of ground water</keyword>
            <keyword>infiltration</keyword>
            <keyword>Dupuis formula</keyword>
            <keyword>curve depression</keyword>
            <keyword>filtration rate</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.11.4/</furl>
          <file>4_gidravliki_11.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>34-42</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Babenko</surname>
              <initials>Anastasia</initials>
              <email>nastia_babenko@mail.ru</email>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Strelez</surname>
              <initials>Irina</initials>
              <email>stroikursi@mail.ru</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Hydraulic size, as the main characteristic in calculating sump</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">A problem of sewage pollution is described in the article. At the moment, there are many ways to purify water. The most rational of them - upholding waste water in various reservoirs. To select the optimum sump need to calculate it for efficiency. The main parameter of calculation – is hydraulic size. The paper present methods for calculating sedimentation tanks and methods for determining the hydraulic size</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.11.5</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>hydraulic size</keyword>
            <keyword>methods of purification</keyword>
            <keyword>sumps</keyword>
            <keyword>Stokes formula</keyword>
            <keyword>assumptions Stokes settling efficiency</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.11.5/</furl>
          <file>5_babenko_strelez_11.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>43-49</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Komarinskiy</surname>
              <initials>Mikhail</initials>
              <email>komarin@cef.spbstu.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">A productivity of reciprocating concrete pump</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The question of determination of piston concrete pumps’ productivity is considered in this article. Furthermore, recommendations about the accounting of transport cylinders’ filling extent of piston concrete pumps depending on plastic properties of concrete mixes are given.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.11.6</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>concrete mix</keyword>
            <keyword>concrete</keyword>
            <keyword>concrete pump</keyword>
            <keyword>productivity</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2013.11.6/</furl>
          <file>6_komarinskij_11.pdf</file>
        </files>
      </article>
    </articles>
  </issue>
</journal>
