33407 2304-6295 Construction of Unique Buildings and Structures 5 32 2015 1-174
RAR RUS 7-17 Peter the Great St. Petersburg Polytechnic University Gubina Irina ira.leks@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Kurochkina Kseniya Ksushcik@bk.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Kolbaya Sofia sophia.kolbaya@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Zhuk Tatyana der_mag@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 AVC-systemof the autonomous ventilation and air-conditioning Paper presents analysis of the new system of Autonomous Ventilation and air Conditioning (AVC). Apart from traditional VAV (Variable Air Volume system), AVC is able to maintain constant value of air pressure in the living premise regardless of changing atmospheric pressure. AVC was developed for residential buildings to maintain comfortable environment for dwellers whereas VAV system is normally used to maintain demanded pressure conditions according to technological requirements. Ability to eliminate the effects of changing atmospheric pressure makes AVC system valuable for those people who are sensitive to climatic conditions. More precise comparison of the research AVC system with other types of air ventilation and conditioning systems is presented in the work. The analysis shows that new AVC system has many advantages which make it unique and valuable. 10.18720/CUBS.32.1 69 autonomous system of ventilation and air-conditioning clean room comfortable indoor conditions maintaining of air pressure air quality differences of atmospheric pressure automation control system https://unistroy.spbstu.ru/article/2015.32.1/ 1_gubina_32.pdf
RAR RUS 18-28 Peter the Great St. Petersburg Polytechnic University Kokoreva Ksenia kseniia.kokoreva@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Semenov Kirill kvsemenov@bk.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Konstantinov Irog konst.1930@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Savchenko Alexey ya.int@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Nesterov Artem artyom_nesterov-@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 The effect of emperature influence in calculations of a thermostressed state of discretely increased concrete bodies This paper presents the method of calculating the thermal stress state of the system of discrete stackable concrete blocks in the construction period. Massive concrete structures built block by block, are influenced by changes in temperature. The task in one-dimensional formulation is examined. The planned sizes of blocks considerably exceed their height. Change of temperatures and tension occurs along the vertical axis. The base of the system ofblocks is absolutely malleable. 10.18720/CUBS.32.2 69 thermostressed state discrete stackable concrete blocks temperature-effect hypothesis of the "given" time relaxation curves method of elastic decisions https://unistroy.spbstu.ru/article/2015.32.2/ 2_kokoreva_32.pdf
RAR RUS 29-38 Peter the Great St. Petersburg Polytechnic University Teplova Zhanna zhanna-t@bk.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 57194445595 0000-0001-8517-9705 Peter the Great St. Petersburg Polytechnic University Vinogradova Natalya Anatolevna natasha-vinograd@mail.ru
St. Petersburg, Russian Federation
 Strenghtening studies of composite construction at the direct compression The variety advantages of composite structures compared to steel and con-crete enough convincing and well-known in the world of construction. An important aspect of this system is that due to force and formative joints of steel structures and reinforced concrete, there is a brand new design, optimum usage of the concrete advantages in a concise and steel structure in the tension zone. The work carried out tests strength of composite samples with different types of valves: the cable and rod. A comparative analysis, conclusions are drawn about the choice of a particular valve, and the feasibility of its usage in general. The results should be interesting for industrial organizations involved in the construction of large bridges and construction of modern high-rise buildings. 10.18720/CUBS.32.3 69 concrete structures reinforcement composite structures concrete strength reinforcing parameters direct compression https://unistroy.spbstu.ru/article/2015.32.3/ 3_teplova_32.pdf
RAR RUS 39-49 Peter the Great St. Petersburg Polytechnic University Holmin Mikhail Holmin-mihail@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 S-4618-2017 57194431559 0000-0003-4992-2084 Peter the Great Saint Petersburg Polytechnic University Galyamichev Alexander Viktorovich galyamichev@yandex.ru
Saint-Peterburg, Russian Federation
 Peter the Great St. Petersburg Polytechnic University Kluyev Kirill kluyevkirill@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Kononov Vyacheslav Kononowycheslav@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Malkov Anton Gerostrat07@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Glass single-point fixing test Strain-stress distribution about holes in glass by means of PCK SCAD on the example of Kirsch’s task was considered in this article. This research is necessary for definition of location of point-fixing in glass designs. As a result it was received: the graph of dependence of stress concentration factor on distance to the hole, diagram of stress concentration. Also minimum distances from edge of a plate toedge of the hole were accepted. 10.18720/CUBS.32.4 69 point fixing fixing system spider system fixing test glass construction https://unistroy.spbstu.ru/article/2015.32.4/ 4_holmin_32.pdf
RAR RUS 50-62 Peter the Great Saint Petersburg Polytechnic University Nefedova Anna anyanefedova94@mail.ru
Polytechnicheskay, 29
 Peter the Great Saint Petersburg Polytechnic University Bykova Iuliia y.b.v.9464@gmail.com
Polytechnicheskay, 29
 "Ecomatic SPb" ltd Kosov Sergey sergei.kosov@ecomatic.ru
27, letter B, Kurskaya St., Saint-Petersburg, Russia, 192007
 Preparatory stage of reconstruction of heating system in Peter the Great St. Petersburg Polytechnic University The preparatory stage of the reconstruction of the heating system of SPbPU campus, according to the requirements Federal Law No. 261-FZ of the Russian Federation "About energy saving and increase of power efficiency"is discussed in this article. Is now actually attending to energy efficiency of buildings and optimize energy consumption. The article concluded that the need for energy conservation measures on campusand also has been defined plan for further work to implement the program of reconstruction. 10.18720/CUBS.32.5 69 point fixing fixing system spider system fixing test glass construction https://unistroy.spbstu.ru/article/2015.32.5/ 5_nefedova_32.pdf
RAR RUS 63-74 University of Montenegro, Faculty of Architecture in Podgorica Pejovic Jelena jelenar@t-com.me
81 000, Podgorica, Montenegro
 University of Montenegro, Faculty of Architecture in Podgorica Jankovic Srdjan srdjanja@t-com.me
81 000, Podgorica, Montenegro
 Seismic shear design of twenty-story RC building with ductile wall system This paper presents analysis of seismic shear design of twenty-story RC building designed in accordance with EN 1998-1. For this analysis, uncoupled ductile wall system is selected as structural system of building. Preliminary seismic analysis of structureis carried out using modal response spectrum analysis. The nonlinear time-history analysis is performed on the spatial model of the structure where the structure is exposed to seven real earthquake records selected in accordance with the rules defined in EN 1998-1. The subject of performed nonlinear time-history analysis is seismic shear design of DCH ductile walls in accordance with EN 1998-1. The analysis of determining design shear forces using magnification factor and analyses of diagonal compression and diagonal tension failure of the web due to shear for DCH ductile walls are performed. Based on the derived results, corrections for the magnification factor and for shear resistance of ductile walls are proposed. The analysis leads to conclusions regarding the design procedure for "large" ductile walls (L=6.0m), walls that accept the dominant part of seismic force, in relation to the "small" walls (L=3.0m), walls in which minimum reinforcement is relevant. 10.18720/CUBS.32.6 69 RC building nonlinear time-history analysis shear forces RC ductile wall Eurocode 8 https://unistroy.spbstu.ru/article/2015.32.6/ 6_pejovich_32.pdf
RAR RUS 75-83 University of Montenegro, Faculty of Architecture in Podgorica Pejovic Jelena jelenar@t-com.me
81 000, Podgorica, Montenegro
 University of Montenegro, Faculty of Architecture in Podgorica Pejovic Radenko radenko@ac.me
81 000, Podgorica, Montenegro
 University of Montenegro, Faculty of Architecture in Podgorica Serdar Nina nina_serdar@yahoo.com
81 000, Podgorica, Montenegro
 "Performance-based" seismic methodology and its application in seismic design of reinforced concrete structures This paper presents an analysis of the „Performance-Based“ seismic design method, in order to overcome the perceived disadvantages and limitations of the existing seismic design approach based on force, in engineering practice. Bearing in mind, the specificity of the earthquake as a load and the fact that the seismic resistance of the structures solely depends on its behavior in the nonlinear field, traditional seismic design approach based on force and linear analysis is not adequate. „Performance-Based“ seismic design method is based on nonlinear analysis and can be used in everyday engineering practice. This paper presents the application of this method to eight-story high reinforced concrete building with combined structural system (reinforced concrete frame structural system in one direction and reinforced concrete ductile wall system in other direction). The nonlinear time-history analysis is performed on the spatial model of the structure using program Perform 3D, where the structure is exposed to fortyreal earthquake records. For considered building, large number of results was obtained. It was concluded that using this method we could, with a high degree of reliability, evaluate structural behavior under earthquake. It is obtained significant differences in the response of structures to various earthquake records.Also analisis showed that frame structural system had not performed well at the effect of earthquake records on soil like sand and gravel, while a ductile wall system had a satisfactory behavior on different types of soils. 10.18720/CUBS.32.7 69 performance-based methodology RC building nonlinear time-history analysis frame system ductile wall https://unistroy.spbstu.ru/article/2015.32.7/ 7_pejovic_32.pdf
RAR RUS 84-94 ZERNA Baumanagement GmbH Eisenkrein Helena hei@zerna-bm.eu
162 Lennershofstraße, Bochum Deutschland 44801
 Continuous measuring of moving crack width of severing meridian cracks in cooling tower shells caused by external influences Quite often concrete shells have vertical cracks with huge length. Sometimes there has to be answered the question whether or not could it be possible to apply crack bridging coatings to avoid ingress of aggressive substances deteriorating concrete or reinforcement by substances from operation and environment. It must be known which crack moving characteristic hasto be to carry out determining and dimensioning of a coating. There will be shown exem-plary how the crack movement inside and outside of the shell can be measured on side and which consequences does ithave concerning coating or not. 10.18720/CUBS.32.8 69 severing meridian cracks crack moving characteristics crack movement sensors crack monitoring cracks in cooling tovers https://unistroy.spbstu.ru/article/2015.32.8/ 8_eisenkrein_32.pdf
RAR RUS 95-111 Peter the Great St. Petersburg Polytechnic University Kosilov Ivan kosilov_ivan91@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Saint-Petersburg State Polytechnical University Morozova Tatiana t.f.morozova@yandex.ru
Russia, 195251, St.Petersburg, Polytechnicheskaya, 29
 Peter the Great St. Petersburg Polytechnic University Junussov Bahyt bahajunussov@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Svanov Timur natan_kz@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 A rational approach to organization of work on the construction of monolithic standard floor Recent results of monolithic construction of residential buildings were wave advance. The main aim is to organize the construction of monolithic buildings is a solution amount grip on the floor for accurate construction. It should be understood, how can affect the choices on the technical and economic indicators. The necessary for this improvement is organization of monolithic construction. Investigation calculated that the cost activity duration. The scheme of operation of formwork panels with minimal downtime. Defined involvement of the tower crane and other equipment at every part of building frame assembly of the building.From time engagement technology depends largely on the main technical and economic indicators. All this is designed in this paper. The article shows how to select the number of grip and set formwork systems affects the amount and duration of workas well as additional labor and technical resources. 10.18720/CUBS.32.9 69 set of formwork duration calculation method cost standard floor risk https://unistroy.spbstu.ru/article/2015.32.9/ 9_kosilov_32.pdf
RAR RUS 112-128 Peter the Great St. Petersburg Polytechnic University Davudova Evgenia simone-red@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Gnam Polina polina_padfoot@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 0000-0001-6345-8180 Peter the Great St. Petersburg Polytechnic University Andreeva (Tarasova) Daria Sergeevna andreeva_ds@spbstu.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Translucent structures and methods to increase their energy efficiency This article contains an overview of the various types ofenergy-efficient translucent structures (low-emission, electrochromic, vacuum, etc.), given the characteristics of each of them, as well as their advantages and disadvantages. The advantages include a high R-value and high translucency. Disadvantages include expensive and labor-intensive production. In addition, article consider the pros and cons of using translucent structures in general, on the basis of the calculation for building with three different translucent structures - energy efficiency and two conventional (with different R-value). Heat loss and cost savings by using energy-efficient designs were also counted. 10.18720/CUBS.32.10 69 translucent structures energy efficiency energy saving external enclosure structures building energy saving https://unistroy.spbstu.ru/article/2015.32.10/ 10_davydova_32.pdf
RAR RUS 129-140 NJSC Almaty University of Power Engineering and Telecommunications Junussova Lyazzat l_dzhunusova@mail.ru
050013, Kazakhstan, Almaty, 126 Baitursynov str.
 Solar power plant with a dialysis unit wastewater treatment in hot water The article presents the results of research, which aims - the development of water treatment plant based on the work of the membrane modules. The factors affecting anoperation of water treatment plant are based on solar. It assesses the impact of factors on the job with the dialysis unit of wastewater treatment in hot water. Experimental study confirms effectiveness of wastewater treatment. 10.18720/CUBS.32.11 69 solar power plant water desalination electrodialysis membrane waste water https://unistroy.spbstu.ru/article/2015.32.11/ 12_junussova_32.pdf
RAR RUS 141-149 University Ss Cyril and Methodius Zafirovski Zlatko zafirovski@gf.ukim.edu.mk
blvd. Goce Delcev 9, 1000 Skopje, R. Macedonia
 University Ss Cyril and Methodius Papikj Jovan papic@gf.ukim.edu.mk
blvd. Goce Delcev 9, 1000 Skopje, R. Macedonia
 University Ss Cyril and Methodius Peshevski Igor pesevski@gf.ukim.edu.mk
blvd. Goce Delcev 9, 1000 Skopje, R. Macedonia
 Stability analysis of individual blocks during excavation of the Rock Massif for a hydrotechnical facility Purpose of the present article is to introduce an unused analyze methodology for excavation of surge tank enlargement of HEC MATKA1. Paper exposes the explanation of the way which combines the analyzing methods of non-continual and continual media. The information about existing geological and geotechnical properties presents for the numerical and analytical analyses as a basis. Several results from the stability analyses of structural controlled instabilities during the excavation of water tank are also given. The newly secondary stress-deformation state as a result from enlargement (excavation) is analyzed with program Z-SOIL. The analyze of newly secondary stress-deformation state, which is the result from enlargement (excavation), was performed with Z-SOIL program. 10.18720/CUBS.32.12 69 water tank excavation rock massif stability analysis geotechnical properties stress-deformation state https://unistroy.spbstu.ru/article/2015.32.12/ 12_zafirovski_32.pdf
RAR RUS 150-158 University Ss Cyril and Methodius Zafirovski Zlatko zafirovski@gf.ukim.edu.mk
blvd. Goce Delcev 9, 1000 Skopje, R. Macedonia
 One approach for extrapolation of rock mass parameters in tunneling Designing of tunnels directly depends on the interactions of rock masses with engineering structures, which are examined in the paper. The essential issue is extrapolation of the parameter from the testing zone to the whole volume that is of interest for analyzing interactionsin the system rock mass-structure. The paper exposes Empirical-Statical-Dynamical (ESD) methodology of extrapolation. That methodology is based on a combination of geotechnical and geophysical testingand rock mass classification, connected with definition of adequate regressive models. 10.18720/CUBS.32.13 69 extrapolation tunnel constructions geophysical testing geotechnical model rock masses https://unistroy.spbstu.ru/article/2015.32.13/ 13_zafirovski_32.pdf
RAR RUS 159-174 University of Novi Sad, Faculty of Technical Sciences Muchenski Vladimir mucenskiv@gmail.com
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad, Faculty of Technical Sciences Pesko Igor igor.pesko@gmail.com
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad, Faculty of Technical Sciences Drazic Jasmina dramina@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad, Faculty of Technical Sciences Cirovic Goran cirovic@sezampro.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad, Faculty of Technical Sciences Trivunic Milan trule@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad, Faculty of Technical Sciences Bibic Dragana draganadjordjevic@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 St. Petersburg State University of Architecture and Civil Engineering Volkov Mikhail w2olf@mail.ru
2 nd Krasnoarmeiskaya St. 4, 190005 St. Petersburg, Russia
 St. Petersburg State University of Architecture and Civil Engineering Kibkalo Anton chelsi-1993@mail.ru
2-nd Krasnoarmeiskaya St. 4, 190005 St. Petersburg, Russia
 Occupational risk assessment and management of safety. Traumatism at the construction industry Taking into account the significant impact on the quality of the labor force implementation of construction processes from the point of view of safety at work, you must be familiar with the peculiarities of the workers in the construction industry, as well as to identify their risk. The problem of safety in the workplace is a serious issue. There are problems that can significantly affect the entire construction process in construction industry. They are trying to solve this problem in Russia by means of two basic mechanisms, which are an occupational risk assessment and safety management. The problem of safety and security of workers is one of the main. We consider this issue in detailed analysis. For the purposes of the study, a database of injuries, comprising injuries caused in the course of construction works. These results show the importance of the employee education from a safety standpoint. 10.18720/CUBS.32.14 69 production risk safety injury,traumatic building production risk assessment health and safety https://unistroy.spbstu.ru/article/2015.32.14/ 14_muchenski_32.pdf