33407 2304-6295 Construction of Unique Buildings and Structures 1 1 2012 1-76
RAR RUS 1-21 Vasenin V. Peter the Great St. Petersburg Polytechnic University Astafyeva Еkaterina
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Accounting of the soil rheological properties in the building settlement calculation Nowadays, accuracy of definition final the settlement of buildings and structures erected on soft clay soils is very important, because settlement of buildings developing for decades and difficult predictable. Current work carried out comparison of the most common engineering and numerical methods for calculating the final settlement of buildings with the results of long-term field observations. Comparisons are based on monitoring of two historical buildings that are located in one area at the Saint-Petersburg. The quantitative results are obtained and conclusions about the applicability of different theoretical methods for calculating the settlement are made. Also concluded need of long-term field observations, due to further development of rheological models could be more accuracy. 10.18720/CUBS.1.1 69 foundation settlement soft soils deformation determination methods soil models Plaxis Fem-models rheological parameters https://unistroy.spbstu.ru/article/2012.1.1/ 1_Astafyeva_Vasenin_1.pdf
REV RUS 22-27 Peter the Great St. Petersburg Polytechnic University Zayats Oleg zay.oleg@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Saint-Petersburg State Polytechnical University Badanin Аndrey chinnab@mail.ru
Russia, 195251, St.Petersburg, Polytechnicheskaya, 29
 CJSC “Euromonolit” Krotov А. The theory of granular mediums in building and problems of its application Questions of approaches to the solution of granular mediums among foreign and native researchers are considered. First of all there was an objective about applicability of granular environments mechanics for earthwork and underground construction. The review produced in article can be interest for subway builders. Also it can become a basis of more serious research for other types of construction. We analysed a current state of research of mechanics of granular mediums and drew a conclusion: in matter the native science, despite priorities in researches of this direction, lags behind foreign experience and practically doesn't find applications. Considerable part of the scientists, who were occupied in the granular medium, went abroad and now they are demanded. Today, only enthusiasts are occupied in this matter in Russia. We want to revive native school of the granular medium. 10.18720/CUBS.1.2 69 geomechanics soil mechanics the theory of granular mediums https://unistroy.spbstu.ru/article/2012.1.2/ 2_Badanin-Zayats-Krotov_1.pdf
REV RUS 28-35 Saint-Petersburg State Polytechnical University Chegotova Elena chegotova@mail.ru
Russia, 195251, St.Petersburg, Polytechnicheskaya, 29
 Non-state expertise – law and realities This article is devoted to questions of non-state examination of project documentation and results of engineering researches, as to alternative state. It is new institute in our legislation which should start to work since April 1st, 2012. However, in practice, has just begun phase of development of this market. In article problems, risks and prospects of institute of non-state examination are viewed 10.18720/CUBS.1.3 69 designing construction examination of projects law in construction https://unistroy.spbstu.ru/article/2012.1.3/ 3_Chegotova_1.pdf
REV RUS 36-46 G-2929-2018 56227381900 0000-0003-2673-4566 Peter the Great St. Petersburg Polytechnic University Sergeeva (Nemova) Darya Viktorovna darya0690@mail.ru
St. Petersburg, Russian Federation
 Peter the Great St. Petersburg Polytechnic University Spiridonova Tatiana spiridonova-mail@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Kurazhova Veronika veroniks07@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Unknown properties of the well-known material In this article merits and demerits of a known construction material – an aerated concrete are considered. Disadvantages in use of steam-cured aerated concrete more detailed, because there is not enough information about it. Problems exist at all stages of construction process: from design to application of products on building areas. We suggest producers to focus their attention on improvement of production quality. Also, it is important to show consideration for studying of properties and getting design performance. We sincerely hope that this article will help consumers to understand properties of an aerated concrete thoroughly. 10.18720/CUBS.1.4 69 steam-cured aerated concrete building materials technology of construction designing standard quality air permeability thermal conductivity humidity https://unistroy.spbstu.ru/article/2012.1.4/ 4_Nemova-Spiridonova-Kurazhova_1.pdf
RAR RUS 47-53 O-6995-2019 6508103761 0000-0002-1196-8004 Peter the Great St. Petersburg Polytechnic University Vatin Nikolai Ivanovich vatin@mail.ru
St. Petersburg, Russian Federation
 0000-0002-2952-5789 Peter the Great St. Petersburg Polytechnic University Sinelnikov AlekseiSergeevich alexey_sinelnikov@mail.ru
St. Petersburg, Russian Federation
 Long span footway bridges: coldformed steel cross-section Article contains finite element analysis of alternative footway bridge structural construction. There is a possibility to increase building-up speed of construction and decrease congestion on a road due to choice of steel construction technology instead of reinforcement concrete materials used for footbridge. From this point of view we deny so called “wet” works. Architectural and structural design takes into account the following: built-up environment character, its historic and cultural, architectural and town-planning values; conformation; geologic and hydro geological parameters; organization and safety traffic conditions. Space lanning decision takes into account direction of pedestrian traffic and crosswalk pedestrian volume. Structural design ground is based on purpose to implement new and up-to-date technology that implies to use cold formed and thin walled cross-sections. There are many different engineering constructions that are built-up from thin walled cross-sections. Sometimes such a structural model entirely describes construction (for example, bridge span), in other cases — only important bearing elements of structure. Base difference of thin walled from thick-walled cross-section is concluded in behavior laws: breach of Bernoulli (plane-sections) hypothesis. Simple example is I-section deformation, when the last is loaded on end by bimoment. Deviation from Bernoulli (plane-sections) hypothesis is more characterized for open then for closed thin walled crosssections. This is taken into account in non-linear analysis of pedestrian bridge structure. Besides analysis according to 3rd order theory also non-linear material models for metallic materials is considered. The applied elastic-plastic-zone theory is based on the interaction of any internal forces and moments. So, new architectural and structural footway bridge design was modelled and analyzed in the master dissertation. Construction of such a bridge in St.-Petersburg would help not only pedestrian, but also automobilists to get through places with big crosswalk pedestrian volume. 10.18720/CUBS.1.5 69 footbridge thin-walled cold-formed cross-section design model steel https://unistroy.spbstu.ru/article/2012.1.5/ 5_Sinelnikov_Vatin_1-.pdf
SCO RUS 54-69 Peter the Great St. Petersburg Polytechnic University Petrov Klim
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Sled' Ivan
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Orlov Oleg
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Rys' Ivan
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Urustimov Aidos
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Competition “Architectural concept of building with zero energy consumption” В апреле 2012 года на Инженерно-строительном факультете Санкт-Петербургского государственного политехнического университета состоялся конкурс на разработку архитектурной концепции демонстрационной модели здания с нулевым потреблением энергии (конкурс «Архконцепт «0»). 10.18720/CUBS.1.6 69 construction competition architectural concept https://unistroy.spbstu.ru/article/2012.1.6/ 6-7_Competition.pdf
UNK RUS 70-73 Peter the Great St. Petersburg Polytechnic University Rechinskii Alexander alexander.rechinsky@spbstu.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Strelets Kseniya kstrelets@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Professional retraining of specialists in the construction industry in the light of the concept of “Education through all life” The article is devoted to professional retraining in the field of construction buildings as a relatively new kind of learning. The question of the target audience retraining courses is considered. Examples of the programs of professional retraining courses, developed by the Polytechnical University are given. 10.18720/CUBS.1.7 69 adult education retraining specialization internationalization https://unistroy.spbstu.ru/article/2012.1.7/ 8_Rechinskiy_Strelets_1.pdf
REV RUS 74-76 Peter the Great St. Petersburg Polytechnic University Rechinskii Alexander alexander.rechinsky@spbstu.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Strelets Kseniya kstrelets@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Professional development for design and construction of especially dangerous, technically difficult and unique objects The article presents an overview of professional development courses in the construction industry. The types of programs that experts on technically difficult, especially dangerous and unique objects can get are considered. Concrete examples of such programs developed by the Polytechnical University are given 10.18720/CUBS.1.8 69 qualification specialist design construction especially dangerous objects https://unistroy.spbstu.ru/article/2012.1.8/ 9_Rechinskiy_Strelets_1.pdf