33407 2304-6295 Construction of Unique Buildings and Structures 1 28 2015 1-107
RAR RUS 6-31 Peter the Great St. Petersburg Polytechnic University Komarinskiy Mikhail komarin@cef.spbstu.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great Saint Petersburg Polytechnic University Chervova Nikita nikitoi@mail.ru
Polytechnicheskay, 29
 Concrete mixes transportation in construction of unique buildings and structures The modern building cars for transportation of concrete mixes to building area are described in article. The purpose of this article is showing the modern level of domestic and foreign equipment for transportation and supply (laying) of concrete mixes in unique construction objects. Also, schemes of submission to the concrete blocks to construction of unique buildings and structures are presented. Article contains the classification of transport schemes and ways of presenting concrete in units of concrete. 10.18720/CUBS.28.1 624.05 transportation of concrete mix mixer conveyor concrete crane https://unistroy.spbstu.ru/article/2015.28.1/ 1_chervova_28.pdf
RAR RUS 32-39 Saint-Petersburg Polytechnic University Radchenko Artem radchenkoartyom@rambler.ru
29 Polytechnicheskaya st., St.Petersburg, 195251, Russia
 Saint-Petersburg Polytechnic University Petrochenko Marina mpetroch@mail.ru
29 Polytechnicheskaya st., St.Petersburg, 195251, Russia
 Logistics of processes of building materials warehousing This short review article discusses the main issues that arise in today's construction organizations in carrying out the processes of storage and purchase of building materials, structures and products of building sites, plots and centralized warehouses. It proposes solutions and practical recommendations to prevent these problems. Implementation of the proposed measures would allow the construction company to increase productivity and minimize losses during storage. 10.18720/CUBS.28.2 624.05 warehousing management design logistics storage and purchase departments warehouse management system (WMS) construction site civil engineering https://unistroy.spbstu.ru/article/2015.28.2/ 2_radchenko_28.pdf
RAR RUS 40-49 Saint-Petersburg State Polytechnical University Yavarov Alexandr yavarov_av@mail.ru
Russia, 195251, St.Petersburg, Polytechnicheskaya, 29
 Peter the Great St. Petersburg Polytechnic University Sergeev Igor sergeev.igor.eduardovich@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Riazantceva Yuliana yuliana_93@bk.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Numeral and analytic solutions of external loads influence on elastic halfspace problems Nowadays all calculations in building are made in special computational software packages. The numerical computation of difference equations with partial derivatives and integral equations is used in these packages for solving problems of applied physics, deformable solid body mechanics, heat exchange, hydrodynamics and electrodynamics. This method is called finite elements method. Since a field can be divided into the limitless number of elements, there is a question: which amount of them is aimed? In current work analytic solutions of problems of external load influence on elastic half-space are considered: Boussinesq problem of point force and Liav problem of evenly distributed load. Numerical solutions of these problems were obtained in the software package Lira-SAPR 2013. The graphs of radial stresses and or stresses σ_z, ԏxz, ԏyz are plotted. We also made the comparison of the results of analytic and numerical solutions. 10.18720/CUBS.28.3 624.04 elastic half-space finite element method Boussinesq problem Liav problem Flaman problem analytic solutions numerical solutions https://unistroy.spbstu.ru/article/2015.28.3/ 3_sergeev_28.pdf
RAR RUS 52-73 57189359179 0000-0002-1030-8370 Peter the Great St. Petersburg Polytechnic University Tarasov Vladimir Aleksandrovich vtarasov1000@yandex.ru
St. Petersburg, Russian Federation
 Peter the Great St. Petersburg Polytechnic University Baranovskiy Mikhail bm_y@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Pavlushkina Yuliya pearlblack@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Meleshchenkov Leonid lekis94@me.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Shakirov Ruslan shakirov_ruslan@inbox.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Imeskenov Tumen trueman1994@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Zagidullina Elvira elvrkaspb@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Comparison of the seismic calculation results according to SNiP II-7-81* 1995 and SP 14.13330.2014 Calculation on seismic influences is one of the main dynamic calculations which should be carried out at design of responsible buildings and constructions, and also at construction in seismic countries. The problem of ensuring seismic stability and as a result and reliability of designs is one of the main problems for a number of regions of Russia and the neighboring countries. Detailed calculation of the TG-750M (wind electrical turbo-generator) wind power installation on seismic influence by a standard technique according to the previous and current normative documents for different types of soil is given in this article. All calculations were executed manually and then checked in the program SCAD complex. The received results testify to increase of settlement inertial loadings and as a result and to increase of coefficients of a stock at design of construction design on seismic stability according to the new normative document (to the joint venture 14.13330.2014). 10.18720/CUBS.28.4 624.04 calculation of wind power installations dynamic calculation calculation on seismic influences standard documents building dynamic https://unistroy.spbstu.ru/article/2015.28.4/ 4_tarasov_28.pdf
REV RUS 74-90 Peter the Great St. Petersburg Polytechnic University Bronzova Maria bronzochka@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 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
 AAR-2529-2020 6506030356 0000-0001-6744-9249 Tampere University, Tampere, Finland Garifullin Marsel marsel.garifullin@tuni.fi
Tampere, Finland
 Frame buildings construction using monolithic foamed concrete This article describes a new frame buildings construction with the use of light-gauge steel framing and solid-cast foamed concrete. This construction is widely spread abroad and has become an advanced direction of the Russian construction development nowadays. Its application in the low-rise housing construction is aimed to solve the problem of the available and comfortable housing in our country. The basic advantages of the foamed concrete in comparison with the other heat-insulating materials are settled in the article. The detailed descriptions of the building’s design as well as the distinctive features of the erection process are given. The comparative analysis of the new construction with its traditional counterparts is provided. 10.18720/MCE.28.5 69 cold formed structures frame buildings solid-cast foamed concrete insulation low-rise housing construction https://unistroy.spbstu.ru/article/2015.28.5/ 5_bronzova_28.pdf
RAR RUS 91-98 University of Montenegro (Faculty of Economics Podgorica) Cetkovic Jasmina jasmina@ac.me
Jovana Tomaševića 37, Podgorica, Montenegro
 NLB Montenegro Bank Zarkovic Milos miloszarkovic@hotmail.com
Bulevar Stanka Dragojevića 46, Podgorica, Montenegro
 University of Montenegro (Faculty of Civil Engineering) Knezevic Milos knezevicmilos@hotmail.com
Cetinjski put bb, Podgorica, Montenegro
 Organization of enterprises in function of a successful business Management is a key function of the enterprise. The ability of management depends on the success of the company or other organization system. Therefore, it is considered that the main cause of underdevelopment of many countries is caused by insufficient application of modern management system, rather than a lack of resources. It is believed that management by its very nature is universal and hence its wide application in various forms of social organization systems is required. Key elements of management are universal and, with appropriate adaptations, applicable in different environments, as recent scientific research and practical experience and demonstrated. However, this does not mean that management and the organization of the enterprise are applied everywhere in the same way. 10.18720/ CUBS.28.6 69 organization management enterprise improvement of managerial skills business processes https://unistroy.spbstu.ru/article/2015.28.6/ 5_bronzova_28.pdf
RAR RUS 99-107 University of Montenegro (Faculty of Civil Engineering) Vukcevic Ivana iwanaaa.90@gmail.com
Cetinjski put bb, Podgorica, Montenegro
 Performance of concrete works in extreme climatic conditions in Montenegro The work of "Performance of concrete works in extreme climatic conditions in Montenegro" describes the possible difficulties in performing construction work in the winter and summer condition, and procedures of work, which can be applied very successfully under these conditions. Reference is made to the climatic characteristics of individual towns in Montenegro (Podgorica and Pljevlja) and the concreting conditions in their area. An overview of laboratory tests, with comparative analysis of the results of the sample, which is harden under simulated extreme climates conditions and those who harden under normal environmental conditions. 10.18720/CUBS.28.7 69 concrete works laboratory test extreme climatic conditions Montenegro technology of works concrete samples https://unistroy.spbstu.ru/article/2015.28.7/ 7_vukcevic_28.pdf