33407 2304-6295 Construction of Unique Buildings and Structures 9 24 2014 1-145
BRV RUS 7-10 HTW Berlin University of Applied Sciences Nann Werner werner.nann@htw-berlin.de Review of T. Glatte’s book “International Production Site Selection” The approaches to the problem of global site development to be found in the specialized literature are quite diverse. Construction-and property-specific site location aspects are generally only considered from the point of view of a narrow local market, such as the German, British, or US market – if they are considered at all. Generally, these aspects are only looked at in a limited and generic manner and by the way in the technical literature dealing with global markets. The book “International ProductionSite Selection”, published in English language by Dr. Thomas Glatte in late 2012, aims to close this gap. It describes that real estate constitutes a substantial share of the overall assets of industrial companies. The article provides a review of the book which is considered a major contribution in the field of location strategy and property development as it shows a ten-staged approach towards industrial site selection, an comprehensive catalogue of determining factors for manufacturing sites and an assessment of existing evaluation methods. 10.18720/CUBS.24.1 69 location strategy site selection property development real estate market https://unistroy.spbstu.ru/article/2014.24.1/ 1_glatte_23.pdf
RAR RUS 11-25 Peter the Great Saint Petersburg Polytechnic University Sovetnikov Daniil sovetnikov.daniil@gmail.com
Polytechnicheskay, 29
 Construction of building in accordance with passive house standards The article presents architectural and tree-dimensional planning solutions aimed at constructing a building structure in accordance withinternational standards of passive house. The article offers possible approaches to development architectural design of building and installation of technical equipment that must minimize expenses on energy consumption and increase its environmental friendliness. It is mentioned that foundational factors for the creation of energy-efficient building in compliance of heat balance are imperviousness of the building envelop, as high as possible level of cladding structure’s insulating as well as creating supply-extract system with utilization of energy consumption for heating and cooling supplyair. 10.18720/CUBS.24.2 69 passive house low energy building energy efficiency insulation imperviousness https://unistroy.spbstu.ru/article/2014.24.2/ 2_sovetnikov_24.pdf
RAR RUS 26-38 Peter the Great St. Petersburg Polytechnic University Andrianova Maria Yurievna maandrianova@yandex.ru
St. Petersburg, Russian Federation
 Peter the Great St. Petersburg Polytechnic University Starkov Vyacheslav vantgof@inbox.ru Peter the Great St. Petersburg Polytechnic University Bondarenko Ekaterina katyushka-bond@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Fluorimetric tracing of sewage effluents in the Murinsky creek The Murinsky creek starts in a city park and takes waters from several canalization outlets of Saint-Petersburg on its way. Fluorimetric properties and chemical parameters (electric conductivity, pH, content of total organic carbon (TOC) and total nitrogen (TN)) of the creek water samples were analyzed in order to reveal the most informative parameters for express determination of water pollution sources. The obtained results showed that electric conductivity and TOC content do not allow distinguishing between unpolluted (natural) and polluted water samples due toseasonal variation of natural background values. Fluorimetric properties at excitation wavelength 230 nm such as intensity of tyrosine-like fluorescence at 300 nm and tryptophan-like fluorescence at 340 nm proved to be informative for sewage effluents tracing in the Murinsky creek. Ratio of tyrosine-like (ex230 em300) to humic-like (ex230 em420) fluorescence for unpolluted waters was 0,06...0,27, for polluted waters –0,25...0,81. Ratio of tryptophan-like (ex230 em340) to humic-like (ex230 em420) fluorescence for not polluted waters was within 0,14...0,94 and for polluted waters –0,72...2,85. Significant increasing of one or both ratios was observed in waters after sewage outlets. Ratio of tyrosine-like to humic-like fluorescence showed high correlation with TN (r = 0.98), and TN/TOC (r = 0.96). 10.18720/CUBS.24.3 69 sewage waste waters surface waters fluorescence humic substances total organic carbon total nitrogen https://unistroy.spbstu.ru/article/2014.24.3/ 3_andrianova_24.pdf
RAR RUS 39-48 Peter the Great St. Petersburg Polytechnic University Zolotova Julia yszolotova@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Tereshchenko Aleksandr alexxxander97@gmail.com Peter the Great St. Petersburg Polytechnic University Kimetova Nailya kim-nailya@yandex.ru Insurance of civil liability for damage as a result of defects of works which influence safety of objects of capital construction Only companies that have joined the self-regulatory organizations (SROs) have the right to workin the construction industry. The certain amount of money should be funded or their civil liability has to be insured to join SRO. Liability insurance contract will increase the company's financial stability. The purpose of this article is to analyze the process and the result of liability insurance for causing harm due to defects of the work, which influence the safety of capital construction. As a result there is the conclusion about the most important points of the insurance contract preparation. 10.18720/CUBS.24.4 69 insurance insurer insurant insurance contract self-regulatory organizations https://unistroy.spbstu.ru/article/2014.24.4/ 4_zolotova_24.pdf
UNK RUS 49-70 Peter the Great St. Petersburg Polytechnic University Teplova Zhanna zhanna-t@bk.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Saint-Petersburg State Polytechnical University Kiski Svetlana svkiski@yandex.ru
Russia, 195251, St.Petersburg, Polytechnicheskaya, 29
 Peter the Great St. Petersburg Polytechnic University Strizhkоvа Yаnа yаnа_nikоlаevnа@list.ru Fiberglаss reinfоrсement fоr аrmоuring оf соnсrete struсtures The аrtiсle prоvides infоrmаtiоn аbоut meсhаniсаl prоperties оf соmpоsite reinfоrсements, ittypes аnd аreаs оf usаge. The соmplex аnаlysis оf аvаilаble infоrmаtiоn wаs саrried оut аnd the desing guides fоr Jаpаn, Саnаdа, Аmeriсааnd the соuntries оf Eurоpe were соnsidered. Аdvаntаges аnd disаdvаntаges оf fiberglаss reinfоrсements were disсussed in this article. They аre аlsо were соmpаred withsteel оnes. The соmpоsite reinfоrсements in mаny respeсts surpаss the prоperties оf steel оnes. Their аppliсаtiоn will аllоw tоinсreаse the resistаnсe tоhоstile envirоnment, tоreduсe weight аnd tоexpаnd соnstruсtiоnаl оppоrtunities. 10.18720/CUBS.24.5 69 sаnd-lime briсk thermаl prосessing mаthemаtiсаl mоdeling the temperаture field prоperties оf mаteriаls https://unistroy.spbstu.ru/article/2014.24.5/ 5_teplova_24.pdf
RAR RUS 71-83 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
 Peter the Great St. Petersburg Polytechnic University Gamayunova Olga gamayunova@inbox.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 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
 Energy audit of kindergartens to improve energy efficiency The analysis of power inspections’ resultsand possible solutions of energy saving and increase of power efficiency of budgetary organizations (kindergartens) taking into account feature of these objects and justification of their economic efficiency is given in article. Consumption data of electricity and heat, and cold waterwas compared in this article. The activities of kindergartens with the highest and lowest amount of thermal energywere examined. The basic potential for savings in the consumption of fuel and energy resources was described. Authors offered typical energy conservation and energy efficiency measures based on the analysis of energy performance certificate of kindergartens of Tver city. Special attention is paid to the training and professional development in the field of energy audit. 10.18720/CUBS.24.6 69 energy audit energy efficiency energy saving efficiency indices building energy saving kindergarten https://unistroy.spbstu.ru/article/2014.24.6/ 6_gamayunova_24.pdf
RAR RUS 84-96 Peter the Great St. Petersburg Polytechnic University Dalabayev Azamat azamatd902@gmail.com Peter the Great St. Petersburg Polytechnic University Ptuhina Irina irena_ptah@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Turkebayev Arman Turkebaev.Arman@gmail.com Peter the Great St. Petersburg Polytechnic University Tleukhanov Daniyar danik_19-91@mail.ru Peter the Great St. Petersburg Polytechnic University Bizhanov Nursultan nurbizhanov@mail.ru Kazakh National University after K.I. Satpayev Dalabayeva Ainagul ainagul.dalabaieva@mail.ru
22a, Satpayev st., Alamaty, 050013, Kazakhstan
 Efficiency of innovative composite materials in construction The article contains economical comparison of fittings made of metal and composite materials. Authors started thispaper from the revising the potential areas of application of composite fittings, modern ways to replace the metal reinforcement to its composite analogues. At the main part of currentarticle, the researchers describe the ways to process theoretical calculations to determine the necessary amount of reinforcement. After all, authors compared the price of two types of fittings. 10.18720/CUBS.24.7 69 composite materials fiberglass rebar Basalt rebar economic efficiency the foundation the economic feasibility metal fittings https://unistroy.spbstu.ru/article/2014.24.7/ 7_dalabayev_24.pdf
RAR RUS 97-105 Institute of Earthquake Engineering and Seismology Runevski Kristian kristijanr@pluto.iziis.ukim.edu.mk
165 Todor Aleksandrov, 165, 1000, Skopje, Republic of Macedonia
 Design of load bearing structure of multilevel automated car garage This paper is a part of a graduation thesis that was presented at the Faculty of Civil Engineering in Skopje. The subject of this thesis is design of a load bearing structure of an automated car garage. It is a multi storey structure with a ring plan. In its middle part, there is a central column resting at the level of the basement plate and the roof structure level. The part of the structure above ground is designed as steel braced frame structure, while the part below ground as a reinforced concrete structure composed from frames and walls. Staticanalysis of a 3D mathematical model was performed by use of the Autodesk Robot Structural Analysis Professional software. 10.18720/CUBS.24.8 69 car garage bearing structure ring plan steel reinforced concrete design https://unistroy.spbstu.ru/article/2014.24.8/ 8_runevskiy_24.pdf
UNK RUS 106-115 Institute of Earthquake Engineering and Seismology Apostolovska Roberta beti@pluto.iziis.ukim.edu.mk
165 Todor Aleksandrov, 165, 1000, Skopje, Republic of Macedonia
 Institute of Earthquake Engineering and Seismology Necevska-Cvetanovska Golubka golubka@pluto.iziis.ukim.edu.mk
165 Todor Aleksandrov, 165, 1000, Skopje, Republic of Macedonia
 Institute of Earthquake Engineering and Seismology Rosi Artur october6@list.ru
165 Todor Aleksandrov, 165, 1000, Skopje, Republic of Macedonia
 Investigation of the effect of the quality of concrete mixes on dynamic behavior and seismic resistance of buildings, in experience of Albania The paper provides a brief presentation of laboratory investigations of concrete and its components that have so far been performed at the Albanian Construction Institute in Tirana and reflect the Albanian construction practice. Selected results from compressive tests of three concrete mix proportion, (normal, intermediate and high strength) prepared with five different types of cements are presented. In order to study the influence of different concrete classes on dynamic behavior and seismic resistance of buildings, analytical investigations of the seismic response of models of RC buildings have been carried out. 10.18720/CUBS.24.9 69 seismic resistance concrete strength concrete mix RC building https://unistroy.spbstu.ru/article/2014.24.9/ 9_apostolovska_24.pdf
RAR RUS 116-125 University of Novi Sad Dzolev Igor idzolev@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad Ladjinovic Djordje ladjin@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad Raseta Andrija araseta@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad Radujkovic Aleksandra leksa@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 Pushover analysis of RC bridge designed according to EN 1998-2 Contemporary structural design implies nonlinear behavior of ductile members for design seismic action and thus, the application of nonlinear analysis is required. Nonlinear static pushover analysis enables determination of nonlinear deformations and ductility demands in previously defined critical regions. This paper presents the analysis of reinforced concrete Girder Bridge designed according to EN 1998-2, with the determination of the achieved ductility in plastic hinges at the target displacement for the designed seismic action, for confined and unconfined concrete cross sections, with and without the effects of geometric nonlinearity. 10.18720/CUBS.24.10 69 pushover nonlinear deformation ductility target displacement seismic bridge https://unistroy.spbstu.ru/article/2014.24.10/ 10_dzolev_24.pdf
RAR RUS 126-136 University of Novi Sad Starcev-Curcin Anka astarcev@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad Ladjinovic Djordje ladjin@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad Radujkovic Aleksandra leksa@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 University of Novi Sad Raseta Andrija araseta@uns.ac.rs
Trg Dositeja Obradovića 6, Novi Sad, Serbia
 Design of RC reinforced concrete multi-storey frame according to standard EN 1998-1 The method of capacity design requires the ductility of reinforced concrete load-bearing elements and provides the beam plasticity mechanism for a structure to absorb a significant seismic energy. Indeterminate static systems are particularly suitable, where an indefinite number of static indeterminacy determines the number of plastic hinges being forming, thus achieving favorable energy dissipation. In this paper, reinforced concrete five-storeframe is designed for two ductility classes according to the regulations EN1992-1-1 and EN1998-1. 10.18720/CUBS.24.11 69 seismic energy reinforced concrete frame ductility plastic hinges EN1992-1-1 EN1998-1 https://unistroy.spbstu.ru/article/2014.24.11/ 11_starcev_24.pdf
RAR RUS 137-145 Peter the Great Saint Petersburg Polytechnic University Chervova Nikita nikitoi@mail.ru
Polytechnicheskay, 29
 Peter the Great St. Petersburg Polytechnic University Kukushkina Galina kukushkina_ga@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 External walling constructions of tall buildings Construction of high-rise buildings is extremely complex andtime-consuming process. All elements of erected buildings are equally important for its proper functioning. The focus of this article isexternal walling constructions of tall buildings. Choosing exterior walls that meet basic standards and requirements is an important point of designing a high-rise building. There are two main types of external constructions - hinging panels and self-bearing walls, they in turn are divided into subtypes. The choice of external constructions based on the suitability ofthe chosen facade for optimal climate of the construction site. In this paper, we classify the external constructions and select the best option for high-rise building in the city of St. Petersburg. 10.18720/CUBS.24.12 69 tall building walling constructions self-bearing walls lightweight panels reinforced concrete panels light-transparent facades https://unistroy.spbstu.ru/article/2014.24.12/ 12_chervova_24.pdf