<?xml version="1.0" encoding="utf-8"?>
<journal>
  <titleid>75504</titleid>
  <issn>2712-8172</issn>
  <journalInfo lang="ENG">
    <title>Magazine of Civil Engineering</title>
  </journalInfo>
  <issue>
    <number>7</number>
    <altNumber>17</altNumber>
    <dateUni>2010</dateUni>
    <pages>1-56</pages>
    <articles>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>4-9</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>JSC The B.E. Vedeneev VNIIG</orgName>
              <surname>Shtengel</surname>
              <initials>V.</initials>
              <email>ShtengelVG@vniig.ru</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">General problems of technical diagnosis of non-metal building structures in explotable buildings and erections</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">For successful realization of survey it is necessary to solve varioius technical and organizational problems. Each of them influence on completeness and reliability of information and thus, objectivity of conclusions about real state of structures and building as a whole, and also forecasting of its further exploitation. In the article the classification and brief analysis of these problems is given.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/MCE.17.2</doi>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>non-metal building structure</keyword>
            <keyword>technical diagnosis</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://engstroy.spbstu.ru/article/2010.17.1/</furl>
          <file>shtengel_problems.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>10-13</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Scientific Production Association "Nauka - Stroitelstvu"</orgName>
              <surname>Ogorodnik</surname>
              <initials>Vladimir</initials>
              <email>mr-ogorodnik@rambler.ru</email>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Scientific Production Association "Nauka - Stroitelstvu"</orgName>
              <surname>Ogorodnik</surname>
              <initials>Yu.</initials>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Several problems in survey of buildings finished with face brick in Saint-Petersburg</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The authors emphasize two types of brick walls defects: defects of mortar and defects of masonry stones. Causes of these defects are analysed, such as moisturing of masonry; material quality; quality of contractor work; project errors.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/MCE.17.4</doi>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>brick walls defects</keyword>
            <keyword>masonry</keyword>
            <keyword>survey of buildings</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://engstroy.spbstu.ru/article/2010.17.2/</furl>
          <file>ogorodnik_kirpich.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>14-20</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <surname>Belov</surname>
              <initials>Vyacheslav</initials>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Branch of RUE Institute BelNIIS – Scientific-technical Centre</orgName>
              <surname>Derkach</surname>
              <initials>Valeriy</initials>
              <email>v-derkatch@yandex.ru</email>
              <address>267/2, Moskovskaya str., Brest, 224017 Belarus</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Examination and reinforcement technologies for masonry structures</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">In the article the analysis of major methods for monitoring of masonry buildings for the purpose of cracking. Also different ways of reinforcement are given. The authors focus attention on comparison of national and foreign practice in this area. Modern methods of reinforcement are depicted such as Fibre Reinforced Cementitious Matrix (FRCM) and Brutt Technologies.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/MCE.17.3</doi>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>masonry structures</keyword>
            <keyword>cracking</keyword>
            <keyword>monitoring of buildings</keyword>
            <keyword>reinforcement</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://engstroy.spbstu.ru/article/2010.17.3/</furl>
          <file>derkach_kamen.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>21-24</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great Saint Petersburg Polytechnic University, PRDI “Venchur”</orgName>
              <surname>Ulybin</surname>
              <initials>Alexey</initials>
              <email>ulybin@mail.ru</email>
              <address>Polytechnicheskay, 29</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Use of resistive electrocontact method for monitoring of steel constructions state</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Resistive electrocontact method of nondestructive check was developped for estimation of residual mechanical stresses that keep in metal goods after its production. In this article based on the results of theoretical and experimental research the monitoring technology of operational mechanical stresses in building structures using this method is proposed.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/MCE.17.7</doi>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>monitoring of steel constructions</keyword>
            <keyword>resistive electrocontact method</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://engstroy.spbstu.ru/article/2010.17.4/</furl>
          <file>ulybin_stal.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>25-30</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State University</orgName>
              <surname>Tiurin</surname>
              <initials>Sergey</initials>
              <email>turin@photogrammetria.ru</email>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>"Photogrammetria" Ltd</orgName>
              <surname>Tihonov</surname>
              <initials>S.</initials>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Combination of three-dimensional laser scanning and digital photogrammetric shoot for fixing and measurement of architectural monuments</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Several variants of architectural monument fixing using photogrammetric method are considered: black-and-white and colour three-dimensional point models; black-and-white and colour orthophotomaps in format SPO; black-and-white and colour orthophotomaps in standard raster formats. For different aims authors recommend corresponding data formats.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/MCE.17.9</doi>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>architectural monument fixing</keyword>
            <keyword>photogrammetric method</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://engstroy.spbstu.ru/article/2010.17.5/</furl>
          <file>turin_photogrammetriya.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>31-34</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State University</orgName>
              <surname>Voynarovskiy</surname>
              <initials>Aleksandr</initials>
              <email>aw@photogrammetria.ru</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG"> The technology of facade measurement by stereophotogrammetric method in AutoCAD </artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The technology of facade measurement with using digital camera and particularized software is depicted. Main adventure of this technology is use of metric properties of transformed pictures in full measure. At the same time the measurement process itself is minimized and practically it is combined with designing or modelling.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/MCE.17.8</doi>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>facade measurement</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://engstroy.spbstu.ru/article/2010.17.6/</furl>
          <file>voinarovskiy_photogrammetriya.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>35-40</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>"Department of Special construction works" JSC</orgName>
              <surname>Vetrov</surname>
              <initials>Sergey</initials>
              <email>svet-52@mail.ru</email>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>"Department of Special construction works" JSC</orgName>
              <surname>Yakovlev</surname>
              <initials>S.</initials>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Specifity of survey of reinforced concrete structures under agressive water action</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">In the article the mechanism of water influence on different reinforced concrete structures is considered. Two examples are analysed: influence of ground water on the tunnel lining and influence of man-caused water on the floor structure of industrial building.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/MCE.17.6</doi>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>water influence on structures</keyword>
            <keyword>ground water</keyword>
            <keyword>man-caused water</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://engstroy.spbstu.ru/article/2010.17.7/</furl>
          <file>vetrov_voda.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>41-46</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>LLC “BiospeysStroy”</orgName>
              <surname>Startsev</surname>
              <initials>Sergey</initials>
              <email>StartsevSA@biospacestroy.ru</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">About the survey of building structures with signs of biodeterioration</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">In the article different types of biological destructors and mechanism of their influence on building structures are examined. Experience in the survey of masonry, brick, metal, wooden, reinforced-concrete buildings damaged or destroyed biologically is depicted. Recommendations for microbiological survey of buildings are given. </abstract>
        </abstracts>
        <codes>
          <doi>10.18720/MCE.17.5</doi>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>biological destructors</keyword>
            <keyword>survey of building structures</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://engstroy.spbstu.ru/article/2010.17.8/</furl>
          <file>starcev_bio.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>47-52</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Nonprofit partnership “AVOK – Severo-Zapad”</orgName>
              <surname>Sotnikov</surname>
              <initials>Anatoliy</initials>
              <email>asotnikov2005@yandex.ru</email>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Microclimate monitoring as a basis for creation of effective systems and the building with minimal energy consumption</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Microclimate monitoring for public and industrial buildings is principal and single way to determine actual loads that are usually far from design values, and to determine air parameters. The method of thermo-, moisture-, steam- and gas-air balances is little known for designers and so  unclaimed. But the information that could be received is objective and is a basis for design of passive buildings.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/MCE.17.10</doi>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>microclimate monitoring</keyword>
            <keyword>energy consumption</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://engstroy.spbstu.ru/article/2010.17.9/</furl>
          <file>sotnikov_mikroclimate.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>53-56</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great Saint Petersburg Polytechnic University, PRDI “Venchur”</orgName>
              <surname>Ulybin</surname>
              <initials>Alexey</initials>
              <email>ulybin@mail.ru</email>
              <address>Polytechnicheskay, 29</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great Saint Petersburg Polytechnic University</orgName>
              <surname>Zubkov</surname>
              <initials>Sergey</initials>
              <email>svzubkov@mail.ru</email>
              <address>Polytechnicheskay, 29</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">About the price formation on the survey market</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">This article is devoted to the problem of agreed price formation on the market of buildings and structures survey. The authors consider such aspects as absence of one common catalogue of reference prices for buildings and structures survey; dumping at tenders and auctions; disparity of prices in business proposals of different organizations.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/MCE.17.1</doi>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>price formation</keyword>
            <keyword>buildings and structures survey</keyword>
            <keyword>tender</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://engstroy.spbstu.ru/article/2010.17.10/</furl>
          <file>ulybin_ceny.pdf</file>
        </files>
      </article>
    </articles>
  </issue>
</journal>
