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Journal articles on the topic 'High-rise building structures'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 February 2022

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1

Kim. "Evaluation of Applicability on a High-rise Building for the Effective Usage of High Performance Steel for Building Structures." Journal of Korean Society of Steel Construction 26, no. 5 (2014): 463. http://dx.doi.org/10.7781/kjoss.2014.26.5.463.

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Leela, D., Babu S, Dasarathy A K, and S. Kumar. "3D Flow Prediction for high rise structures." International Journal of Engineering & Technology 7, no. 2.24 (2018): 126. http://dx.doi.org/10.14419/ijet.v7i2.24.12016.

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Structures more than 40 m are usually termed as high rise structures. It is difficult to predict the flow of wind around structures without the use of computational fluid dynamics software or wind tunnel. These high rise structures are subjected to stronger winds that can cause them to sway. So the predictions of aerodynamic loads acting on tall buildings are very important. This study aims to identify the characteristics of wind flow such high rise structures by predicting flow variables such as pressure, velocity and impacting stress etc using Ansys Fluent 18.1. The main purpose of this proj

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Jameel, Mohammed, A. B. M. Saiful Islam, Mohammed Khaleel, and Aslam Amirahmad. "EFFICIENT THREE-DIMENSIONAL MODELLING OF HIGH-RISE BUILDING STRUCTURES." Journal of Civil Engineering and Management 19, no. 6 (2013): 811–22. http://dx.doi.org/10.3846/13923730.2013.799096.

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A multi-storey building is habitually modelled as a frame structure which neglects the shear wall/slab openings along with the inclusion of staircases. Furthermore, the structural strength provided by shear walls and slabs is not precisely incorporated. With increasing building height, the effect of lateral loads on a high-rise structure increases substantially. Inclusion of shear walls and slabs with the frame leads to improved lateral stiffness. Besides, their openings may play imperative role in the structural behaviour of such buildings. In this study, 61 multi-storey building configuratio

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Rebielak, Janusz. "Examples of Shaping for Large Span Roofs and High-Rise Buildings." International Journal of Space Structures 11, no. 1-2 (1996): 241–50. http://dx.doi.org/10.1177/026635119601-229.

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Proposals for forming various types of bar space structures, which could be used as building structures of different functional purposes are the subjects of this paper. The systems proposed have been developed with the aim of applying them in the design of structural systems for large span covers and high-rise buildings. The essential aims of forming large span cover structures is to obtain systems which would allow building these covers using relatively short bars. In the paper some new configuations of such space structures are presented. The most important factor in the design of the struct

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Xue, Ming Chen, and Yong Sheng Zhao. "The Conceptual Design of High-Rise Structures." Applied Mechanics and Materials 99-100 (September 2011): 46–50. http://dx.doi.org/10.4028/www.scientific.net/amm.99-100.46.

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In this paper, the contents, meaning and importance of conceptual design in the high-rise building structure design are explored from the following respects: structural system, facade layout and multi-channel seismic line. It not only provides a strong protection of concept for calculation of high-rise building structures, but also accumulates some experience for the research on conceptual design of high-rise structures.

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Ivankova, Olga, Marian Stellmach, and Lenka Konecna. "Analysis of Asymmetric High-Rise Building." Key Engineering Materials 738 (June 2017): 120–29. http://dx.doi.org/10.4028/www.scientific.net/kem.738.120.

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This paper deals with static and dynamic analysis of asymmetric high-rise building. Two alternatives have been analysed – without dilatation and with dilatation. Then, the influence of the dilatation was discussed. The building was located in 4th seismic area in Slovakia (Bratislava). The description of the building, applied load, considered soil-structure interaction, created calculating models, used analysis and obtained results are mentioned here. The conclusions and the photos of defective repairs of real structures are depicted at the end of the paper.

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Shumeyko, Viktor, and Anna Karamysheva. "Prevention of progressive uncontrolled collapse of a high-rise building." MATEC Web of Conferences 196 (2018): 02001. http://dx.doi.org/10.1051/matecconf/201819602001.

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This article deals with the problem of security and resistance of the high-rise unique buildings to progressing collapse. The analysis of the causes of accidents and collapses of buildings and structures is carried out. The features of calculations and verification of structures for progressive destruction are explored. The analysis of researches and updating of norms on emergency prevention is carried out. The ways of solving the problems of buildings structural schemes resistance and structures to progressive collapse are shown. Particular attention is paid to the use of outrigger communicat

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Yang, Fang Fang. "Study on Seismic Design of Complex High-Rise Building." Applied Mechanics and Materials 584-586 (July 2014): 1841–44. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.1841.

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Super high-rise building seismic design of complex shape is very important, can not be carried out according to the traditional design method. This paper gives a design principle based on behavior, it in the engineering design and more attention. Method based on behavior on the properties of reaction structures under earthquake is evaluated. High-rise buildings must be based on the method of state to confirm that the building to meet seismic performance.

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Kasimzade, Azer A., Obaidullah Abrar, Gencay Atmaca, and Mehmet Kuruoglu. "New structural seismic protection for high-rise building structures." Journal of Vibroengineering 22, no. 4 (2020): 831–48. http://dx.doi.org/10.21595/jve.2019.20741.

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Li, Juan, and Ying Pan. "Research on High-Rise Buildings Energy Efficiency Design in Advanced Structure." Advanced Materials Research 700 (May 2013): 89–92. http://dx.doi.org/10.4028/www.scientific.net/amr.700.89.

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Early in the 20th century 70's, the concept of energy-saving building was officially proposed. The core of energy-saving buildings is to reduce energy consumption and enhance energy efficiency in buildings. However, with the continued rapid growth of China's economic and urbanization high-rise buildings have become the mainstream of the building industry. So, the research on energy-saving design in high-rise buildings in advanced structure becomes the hot issue of general interest. Many advanced structures and building materials have constantly developed, and have been used in high-rise buildi

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Lei, Xue Chen, Lang Wu, and Jing Wu. "A Calculation Model for High Rise Frame-Shear Wall Load Bearing Skeleton Structures." Advanced Materials Research 935 (May 2014): 259–64. http://dx.doi.org/10.4028/www.scientific.net/amr.935.259.

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The Skeleton-Infill residential building system has its particular advantages in building industrialization. In order to utilize this building type into high rise residential buildings, this paper proposes a calculation model for the frame-shear wall load bearing skeleton structure with limited floor stiffness. A simplified calculation method adopting ODEs is also demonstrated. A numerical example is proceeded to verify the effectiveness and accuracy of this methodology.

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Konstantinov, Aleksandr, Margarita Borisova, Maya Lambias Ratnayake, and Tatyana Arсibasova. "Design and calculation of energy efficient windows of high-rise building." E3S Web of Conferences 110 (2019): 01005. http://dx.doi.org/10.1051/e3sconf/201911001005.

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The paper identifies the key issues concerning design and calculation of energy efficient windows of high-rise buildings that should be considered at the initial stages of a building design. The analysis of the functional and technical requirements which must be met by window structures in high-rise buildings was performed. The features of wind loads on the high-rise building windows were considered. The specificity of providing air- and water permeability of high-rise building windows under the action of high wind loads was considered. The conducted scientific research review on specific desi

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Zhou, Chang Xian, and Shao Peng Zheng. "Application of Earthquake Response Spectrum in the Ultra-High-Rise Building Design." Applied Mechanics and Materials 644-650 (September 2014): 5081–84. http://dx.doi.org/10.4028/www.scientific.net/amm.644-650.5081.

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The design of ground motion, including the response spectrum design and seismic wave design, is one of the important parameters for aseismic design of building structures. Consequently, the reasonable design of ground motion has a critical influence on the aseismic design of building structures. Given the importance of high-rise buildings, site survey data are generally in great detail. In this case, making full use of the data and reasonably designing response spectra and seismic design are more appropriate to the characteristics of specific sites of high-rise buildings than determining seism

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Pakhmurin, Oleg. "Prevention of uncontrolled progressive collapse of a high-rise brick building." MATEC Web of Conferences 143 (2018): 01006. http://dx.doi.org/10.1051/matecconf/201814301006.

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In recent years, there is a trend towards increasing the failure rate of buildings and structures as a result of unforeseen situations. This study is aimed at assessing the operational reliability of the structure to prevent emergencies and progressive collapse. The behavior of structures affected by various factors was analyzed. The operational condition of a building with stone walls and a rigid structural frame constructed in the middle of the 20th century was considered. By means of a detailed instrumental examination, effects of long-term operation, climatic factors and violations during

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Kazaryan, Ruben, and Vitaly Khvan. "Environmentally friendly building materials for residential high-rise construction." E3S Web of Conferences 91 (2019): 02008. http://dx.doi.org/10.1051/e3sconf/20199102008.

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Materials, products and systems used as finishing of external surfaces and/or interior rooms when erecting or reconstructing buildings and structures should: protect the person in the room finished with these materials from the pathogenic effects of materials, products and building systems; if possible, do not exert pathological physiological and/or activity loads on people carrying out production or life activities in rooms finished with these materials and/or equipped with products and systems. As a result of the research, it was found that the source of 80% of the chemicals found in the air

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Shashkin, A. G., K. G. Shashkin, N. A. Evseev, and V. M. Lukin. "Monitoring System of a High-Rise Building during Operation." Zhilishchnoe Stroitel'stvo, no. 12 (2020): 3–12. http://dx.doi.org/10.31659/0044-4472-2020-12-3-12.

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Monitoring of structures during operation is a direct requirement of the current legislation, especially relevant for technically complex structures, which include high-rise buildings. It is important not only for ensuring mechanical safety during construction operation, but also as a tool for reverse analysis of the actual stress-strain state of structures and foundations for compliance with the design calculation forecast, which should ultimately contribute to the development of construction theory and practice. The article is devoted to the organization of monitoring during the operation of

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Naderpour, Hosein, Payam Danaeifard, Daniel Burkacki, and Robert Jankowski. "Earthquake-Induced Pounding of Medium-to-High-Rise Base-Isolated Buildings." Applied Sciences 9, no. 21 (2019): 4681. http://dx.doi.org/10.3390/app9214681.

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During earthquakes, out-of-phase vibrations in adjacent buildings with limited distance may cause pounding between them. In recent years, the use of seismic isolation has expanded considerably as an effective approach to reduce seismic damage. However, the isolated building experiences large displacements during earthquakes, and there is a possibility of collisions with adjacent structures. The research on earthquake-induced pounding of base-isolated buildings has been mainly focused on interactions between low structures. In this paper, the influence of structural pounding on the response of

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ARI, Ahmet Cihat. "YÜKSEK YAPILARIN TASARIMLARININ VE YAPIM TEKNİKLERİNİN İNCELENMESİ." IEDSR Association 6, no. 11 (2021): 289–304. http://dx.doi.org/10.46872/pj.242.

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With the increase of the population recently, changes have occurred in the design and construction techniques of the buildings due to the insufficient building stock. With the development of science and technology, new construction techniques have emerged in the construction and design of structures. In the global population increase, high-rise buildings were built to meet the need for shelter and these structures were built with the development of technology. However, high-rise buildings have become the symbol of technological development for countries and cities. Since the 21st century, the

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Franek, Michal, and Juraj Žilinský. "Interference Effects on High-Rise Buildings – Overview of the Recent Research." Advanced Materials Research 1057 (October 2014): 105–12. http://dx.doi.org/10.4028/www.scientific.net/amr.1057.105.

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Wind loads on buildings are evaluated by using codes and standards. They are based on wind tunnel tests, which are performed on an isolated model in open exposure. Measurements by several researchers have shown that wind loads on real objects are considerably different than those on an isolated building. Structures around building decrease or increase the forces on building. This effect is termed interference. Interference includes geometry, layout and orientation of surrounding objects. Further aspects are direction of the wind and terrain conditions. For this reason it is necessary to evalua

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Kolchedantsev, Leonid, Aleksey Adamtsevich, Olga Stupakova, and Alexander Drozdov. "Measures to reduce construction time of high-rise buildings." E3S Web of Conferences 33 (2018): 03062. http://dx.doi.org/10.1051/e3sconf/20183303062.

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The organizational and technological solutions for high-rise buildings construction efficiency increase are considered, primarily – decrease of typical floor construction time and improvement of bearing structures concrete quality. The essence of offered technology is: a concrete mixing station and a polygon mainly for load-bearing wall panels with starter bars casting are located on the building site; for reinforced concrete components manufacturing and butt joints grouting the warmed-up concrete mixtures are used. The results of researches and elaborations carried out by the SPSUACE in area

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Lyukhina, Elena, Sergey Lakhman, Alexey Miller, and Vladimir Travush. "STRUCTURES OF THE HIGH-RISE BUILDING “LAKHTA CENTER” IN SAINT-PETERSBURG." International Journal for Computational Civil and Structural Engineering 15, no. 3 (2019): 14–39. http://dx.doi.org/10.22337/2587-9618-2019-15-3-14-39.

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The “Lakhta Center” skyscraper that built up in Saint-Petersburg on the coast of Baltic sea at the end of 2018 is the highest building of Europe. The tower has 87 floors above the ground and 2 underground floors. The distinctive paper is devoted to structures of this skyscraper. Particularly piled foundation, building structures of the underground part (substructure), building structures of the aboveground part (building superstructure), designs of steel-reinforced concrete columns, design of slabs, structural analysis, some loads and impacts, aerodynamic tests, engineering-geological resear

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Guo, Rui, Fan Wang, Bo Zang, GuoBin Jing, and Mengdao Xing. "High-Rise Building 3D Reconstruction with the Wrapped Interferometric Phase." Sensors 19, no. 6 (2019): 1439. http://dx.doi.org/10.3390/s19061439.

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The great development of high-resolution SAR system gives more opportunities to observe building structures in detail, especially the advanced interferometric SAR (InSAR), which techniques attract more attention on exploiting useful information on urban infrastructures. Considering that the high-rise buildings in urban areas are quite common in big cities, it is of great importance to retrieve the three-dimension (3D) information of the urban high-rise buildings in urban remote sensing applications. In this paper, the 3D reconstruction of high-rise buildings using the wrapped InSAR phase image

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Balezin, Roman, Oleg Shulyatyev, Stanislav Shulyatyev, and Anatoly Buslov. "Criteria definition for high-rise buildings foundations deformation limitation." Bulletin of Science and Research Center “Stroitelstvo”, no. 2(29) (2021): 13–27. http://dx.doi.org/10.37538/2224-9494-2021-2(29)-13-27.

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The article presents an overview of the foundation deformation limitation for buildings and structures. Information from main research, domestic and international construction codes is given. For high-rise buildings foundations deformation limits evaluation was done by analyzing architectural, technological, and structural requirements for high-rise buildings deformations and an estimation of a probable stochastic component of a non-uniform deformation which is related to statistically non-uniform of base soil. Statistical non-uniformity of base soil was modelled by the use of a simplified det

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Ren, Xiaodan, Weida Fan, Jie Li, and Jun Chen. "Building Information Model–based finite element analysis of high-rise building community subjected to extreme earthquakes." Advances in Structural Engineering 22, no. 4 (2018): 971–81. http://dx.doi.org/10.1177/1369433218780484.

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Starting from the Building Information Model, a pre-processing procedure is proposed in this work to develop the refined finite element model of buildings and building community. The structural members which are represented by three-dimensional solid entities in Building Information Model are converted to lines and planes according to their geometric characteristics. To meet the requirements of finite element analysis of building structures, the lines are discretized by the beam elements and the surfaces are discretized by the shell elements. The damage plasticity model is implemented to simul

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Jin, Qiao, Ze Yu Sun, Lian Guang Jia, et al. "Human Induced Vibration of Flooring-Systems in a High-Rise Building." Applied Mechanics and Materials 638-640 (September 2014): 123–26. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.123.

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The serviceability limit state of structures is subject to increasing attention. Flooring-systems may encounter vertical vibrations that may be perceived as annoying by stationary persons sitting or standing on the structure. This paper looks into human induced floor vibration of a 33-storey residential building by using theoretical analysis and in-situ inspection. The results show that though the vertical eigenfrequency of the floor satisfies the demand of vibration comfort stated in the Technical Specification for Concrete Structures of Tall Buildings (JGJ3-2010), the maximum value of vertic

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Zhang, Yi, Keqin Yan, Tao Cheng, Quan Zhou, Liping Qin, and Shan Wang. "Influence of Climate Change in Reliability Analysis of High Rise Building." Mathematical Problems in Engineering 2016 (2016): 1–11. http://dx.doi.org/10.1155/2016/5709245.

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The safety of designed urban structures is highly depending on the respond of structures to different types and magnitude of environmental loads. The safety assessment of an existing building needs to have a full consideration of all the environmental factors. Therefore, the engineers must realize the importance of the environment and take care of all the assumptions and uncertainties. One of the hot topics that researchers nowadays are interested is the influence of climate change to the engineering designs. There is a remarkable consensus in the scientific community telling us a fact that ou

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Eichner, Michael, and Zinaida Ivanova. "Socioecological Aspects of High-rise Construction." E3S Web of Conferences 33 (2018): 03065. http://dx.doi.org/10.1051/e3sconf/20183303065.

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In this article, the authors consider the socioecological problems that arise in the construction and operation of high-rise buildings. They study different points of view on high-rise construction and note that the approaches to this problem are very different. They also analyse projects of modern architects and which attempts are made to overcome negative impacts on nature and mankind. The article contains materials of sociological research, confirming the ambivalent attitude of urban population to high-rise buildings. In addition, one of the author’s sociological survey reveals the level of

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Korol’, Elena Anatol’evna, and Yuliya Olegovna Kustikova. "Constructive systems, load-bearing and enclosing structures of high-rise buildings." E3S Web of Conferences 33 (2018): 01043. http://dx.doi.org/10.1051/e3sconf/20183301043.

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As the height of the building increases, loads on load-carrying structures increase dramatically, and as a result of the development of high-rise construction, several structural systems of such buildings have been developed: frame, frame-frame, cross-wall, barrel, box-type, box-to-wall ("pipe in pipe", "Trumpet in the farm"), etc. In turn, the barrel systems have their own versions: cantilever support of the ceilings on the trunk, suspension of the outer part of the overlap to the upper carrying console "hanging house" or its support by means of the walls on the lower bearing cantilever, inte

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Gharehbaghi, Koorosh, and Farshid Rahmani. "Practicalities and Developments of High-Rise Composite Structures: Case Studies." Materials Science Forum 940 (December 2018): 153–59. http://dx.doi.org/10.4028/www.scientific.net/msf.940.153.

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This paper will discuss the utilization of composite materials in construction projects and also provides the number of field studies to support the ever-increasing utilization of composite structures in Building and Construction projects. Composite materials are those manufactured from two or more constituents generally with different physical and/or chemical arrangement. Such process, thus produces a material with characteristics dissimilar from the individual components. Moreover, these individual components remain separate and distinct within the finished material’s internal structure. The

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Dat, Bui Thanh, Alexander Traykov, and Marina Traykova. "Shear-lag effect and its effect on the design of high-rise buildings." E3S Web of Conferences 33 (2018): 02001. http://dx.doi.org/10.1051/e3sconf/20183302001.

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For super high-rise buildings, the analysis and selection of suitable structural solutions are very important. The structure has not only to carry the gravity loads (self-weight, live load, etc.), but also to resist lateral loads (wind and earthquake loads). As the buildings become taller, the demand on different structural systems dramatically increases. The article considers the division of the structural systems of tall buildings into two main categories - interior structures for which the major part of the lateral load resisting system is located within the interior of the building, and ex

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Ngenge, Jean Pierre Lukongo, and Abdallah M. S. Wafi. "Assessment of plastic hinge in RC structures with and without shear walls applying pushover analysis." International Journal of Advanced Engineering, Sciences and Applications 1, no. 1 (2020): 11–18. http://dx.doi.org/10.47346/ijaesa.v1i1.27.

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This paper gives a brief presentation about different types of analysis, plastic hinge, moment-resisting frames (MRFs) and shear walls (SWs) in reinforced concrete (RC) Structures. ETABS computer software is employed to model and analyse the structures applying the pushover. The performances of the modelled structures are also evaluated considering different parameters such as the number of stories, spans length, shear walls, reinforcement yield strength and characteristic strength of concrete. The study includes two cases, which are moment-resisting frames with and without shear walls (i.e. M

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Yanagisawa, N., K. Kishimoto, and T. Araki. "Existing and New Technical Approaches to High-Rise RC Building Structures." Concrete Journal 56, no. 9 (2018): 759–64. http://dx.doi.org/10.3151/coj.56.9_759.

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Zhang, Jie, Zhong-xian Zhang, Wen-guang Zhao, Hong-ping Zhu, and Chun-sheng Zhou. "Safety analysis of optimal outriggers location in high-rise building structures." Journal of Zhejiang University-SCIENCE A 8, no. 2 (2007): 264–69. http://dx.doi.org/10.1631/jzus.2007.a0264.

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Saitoh, Yasuo, Masahiro Horii, and Takayuki Teramoto. "Three-Dimensional Nonlinear Dynamic Analysis of Complex High-Rise Building Structures." Computer-Aided Civil and Infrastructure Engineering 7, no. 1 (1992): 51–62. http://dx.doi.org/10.1111/j.1467-8667.1992.tb00416.x.

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Chan, H. C., Y. K. Cheung, and S. P. Shang. "Graphic Interactive Input System for High-Rise Building Structures in CAD." Computer-Aided Civil and Infrastructure Engineering 9, no. 3 (1994): 219–30. http://dx.doi.org/10.1111/j.1467-8667.1994.tb00375.x.

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Song, Xiaobin, Xianglin Gu, Weiping Zhang, Tingshen Zhao, and Xianyu Jin. "Structural analysis of high-rise reinforced concrete building structures during construction." Structural Engineering and Mechanics 36, no. 4 (2010): 513–27. http://dx.doi.org/10.12989/sem.2010.36.4.513.

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Solovyova, Valentina, Makhmud Abu-Khasan, and Dmitry Solovyov. "Thin-walled building structures with improved properties for high-rise construction." MATEC Web of Conferences 265 (2019): 05004. http://dx.doi.org/10.1051/matecconf/201926505004.

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A high-efficient complex reactive composition consisting of a polycarboxylate polymer, cesium nitrate (CsNO3) and silica sol was developed for cast-in-place housing construction from high-strength concrete. The use of this composition provides production of high-strength concrete with increased crack resistance.

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Plotnikov, Aleksey N., and Mikhail Ju Ivanov. "Monitoring system of high-rise buildings, determined from the nature of the curvature of the elastic line of vertical elements." Stroitel stvo nauka i obrazovanie [Construction Science and Education], no. 4 (December 31, 2019): 3. http://dx.doi.org/10.22227/2305-5502.2019.4.3.

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Introduction. Issues arising from the automatic monitoring of high-rise buildings are considered. One of such issues is the necessity of minimizing the number of sensors when taking the operational patterns of such load-bearing systems. The method of sensor placement in high-rise buildings is described. Materials and methods. Different structural systems of high-rise buildings have common dependencies of longitudinal axis deformation on rigidity of vertical and horizontal load-bearing elements. Calculation of deformations from static wind load, comparison of data obtained by manual and compute

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Dolganov, Andrey, and Pavel Kagan. "On the design of high-rise buildings with a specified level of reliability." E3S Web of Conferences 33 (2018): 02061. http://dx.doi.org/10.1051/e3sconf/20183302061.

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High-rise buildings have a specificity, which significantly distinguishes them from traditional buildings of high-rise and multi-storey buildings. Steel structures in high-rise buildings are advisable to be used in earthquake-proof regions, since steel, due to its plasticity, provides damping of the kinetic energy of seismic impacts. These aspects should be taken into account when choosing a structural scheme of a high-rise building and designing load-bearing structures. Currently, modern regulatory documents do not quantify the reliability of structures. Although the problem of assigning an o

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Teplyshev, Vyacheslav, Alexey Mylnik, Maria Pushkareva, Murad Agakhanov, and Olga Burova. "Application of tuned mass dampers in high-rise construction." E3S Web of Conferences 33 (2018): 02016. http://dx.doi.org/10.1051/e3sconf/20183302016.

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The article considers the use of tuned mass dampers in high-rise construction for significant acceleration and amplitude of vibrations of the upper floors under dynamic wind influences. The susceptibility of people to accelerations in high-rise buildings and possible means of reducing wind-induced fluctuations in buildings are analyzed. The statistics of application of tuned mass dampers in high-rise construction all over the world is presented. The goal of the study is to identify an economically attractive solution that allows the fullest use of the potential of building structures in high-r

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Poddaeva, Olga I., Anastasia N. Fedosova, Pavel S. Churin, and Julia S. Gribach. "Conducting experimental investigations of wind influence on high-rise constructions." E3S Web of Conferences 33 (2018): 02067. http://dx.doi.org/10.1051/e3sconf/20183302067.

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The design of buildings with a height of more than 100 meters is accompanied by strict control in determining the external loads and the subsequent calculation of building structures, which is due to the uniqueness of these facilities. An important factor, the impact of which must be carefully studied at the stage of development of project documentation, is the wind. This work is devoted to the problem of studying the wind impact on buildings above 100 meters. In the article the technique of carrying out of experimental researches of wind influence on high-rise buildings and constructions, dev

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Berlinov, Mikhail, Marina Berlinova, and Alexandr Tvorogov. "Resistance to the destruction of concrete in constructions of height buildings at dynamic loads." E3S Web of Conferences 33 (2018): 02042. http://dx.doi.org/10.1051/e3sconf/20183302042.

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The analysis of the criterion of strength of concrete in structures of high-rise buildings under vibration and shock impacts is presented. The idea of an energy approach to ensuring the strength of concrete and the durability of building structures from reinforced concrete under the influence of shock impacts on the life of such structures is presented in a high-rise construction. A method for determining the strength and durability of concrete in load-bearing building structures made of reinforced concrete for irreversible thermodynamic processes has been developed. Dependences that determine

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Tang, Ji Wu, Mike Xie, and Peter Felicetti. "Topology Optimization of Building Structures Considering Wind Loading." Applied Mechanics and Materials 166-169 (May 2012): 405–8. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.405.

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The latest developments in structural topological optimization have been integrated with CFD for the optimization of building structures considering wind loading. Wind loads on a building are numerically simulated in ANSYS CFX and then transferred to ANSYS Static to get the structural response of the building in wind. The bi-directional evolutionary structural optimization (BESO) algorithm has been applied to buildings for an automatic structural topological optimization considering wind loading. The proposed approach is demonstrated by examples of the optimum structural design of exterior bra

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Rusanova, Ekaterina, and Machmud Abu-Khasan. "Durable geoecoprotective building structures from ash foam concrete for high-rise construction." MATEC Web of Conferences 265 (2019): 05006. http://dx.doi.org/10.1051/matecconf/201926505006.

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The article analyzes the use of ash foam concrete filler structures based on ash from sludge combustion for high-rise construction. Physical and chemical as well as physical and mechanical studies of samples of structures made of ash foam concrete were carried out. Ash foam concrete was produced with the use of ash from sludge combustion instead of natural sand after long-term operation of building structures. The improvement of the material in thermal protection is shown. Phase changes in the structures over time which is more than 12 years are traced.

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SAMANTA, AVIK, and PRADIPTA BANERJI. "EARTHQUAKE VIBRATION CONTROL USING SLOSHING LIQUID DAMPERS IN BUILDING STRUCTURES." Journal of Earthquake and Tsunami 06, no. 01 (2012): 1250002. http://dx.doi.org/10.1142/s1793431112500029.

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Sloshing liquid dampers (SLDs), popularly known as tuned liquid dampers, are used as passive control devices for reducing structural vibrations resulting from wind and earthquake excitations in tall buildings and high-rise structures. Available research studies on these dampers mostly deal with single-degree-of-freedom (SDOF) structures although tall buildings and high-rise structures are generally multi-degree-of-freedom (MDOF) structures. In the present investigation, effectiveness of these SLDs has been studied for MDOF building structures. Five-storied shear buildings have been considered

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Azhgaliyeva, B. A. "Some issues on prevention of avalanche coloring of building structures." Bulletin of Kazakh Leading Academy of Architecture and Construction 80, no. 2 (2021): 150–56. http://dx.doi.org/10.51488/1680-080x/2021.2-41.

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The article discusses the emergence of the problem of an avalanche collapse of a building and various ways to prevent collapse of structures. On the basis of world experience, recommendations are made for protection against avalanche collapse of high-rise buildings of various structural systems.

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Gravit, Marina, Ivan Dmitriev, and Kirill Kuzenkov. "Estimation of evacuation time with elevator application in high-rise buildings." MATEC Web of Conferences 245 (2018): 11011. http://dx.doi.org/10.1051/matecconf/201824511011.

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The article considers elevator application as an integral part of the main evacuation path from high-rise multi-storey buildings and structures. The evacuation ways are rather long in this building type. It makes the evacuation process difficult and dangerous, and sometimes physically impossible. The combined evacuation with using of vertical transport can solve this problem. The complex of buildings of various storeys (20, 30 ... 60) was modeled in the program complex Pathfinder. We determine and compare the values of the evacuation time for different health categories people during movement

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Schults, Roman, Andriy Annenkov, Mykola Bilous, and Valentyn Kovtun. "INTERPRETATION OF GEODETIC OBSERVATIONS OF THE HIGH-RISE BUILDINGS DISPLACEMENTS." Geodesy and cartography 42, no. 2 (2016): 39–46. http://dx.doi.org/10.3846/20296991.2016.1198566.

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In the article presents a new approach to processing results of geodetic observations of the highrise buildings displacements. As a result of three cycles of observations of the spatial position of deformation marks on the facade of high-rise buildings have been obtained displacements, the nature of which does not allow to correctly determine the nature of the deformation of the building. The obtained values of displacements may correspond to the roll, the bend or twist of the building, as well as combinations of these types of deformations. In this paper, we propose a method for analyzing dis

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Hoenderkamp, J. C. D., and B. Stafford Smith. "Simplified torsion analysis for high-rise structures." Building and Environment 23, no. 2 (1988): 153–58. http://dx.doi.org/10.1016/0360-1323(88)90029-7.

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Lavrov, Leonid, Fedor Perov, Aleksandra Eremeeva, and Vladimir Temnov. "Three centuries of multi-storied St. Petersburg." E3S Web of Conferences 33 (2018): 01003. http://dx.doi.org/10.1051/e3sconf/20183301003.

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The article is devoted to assessment of the role of high-rise buildings in the St. Petersburg historic city’s ensemble. Features of formation of city architectural look, the conditions of city typical silhouette’s appearance which is characterized by the contrast of a small number of high-rise structures with a low horizontal mass building are observed. The consequences of the emergence of a significant number of great height buildings, the silhouette of which conflicts with the traditional St. Petersburg landscape’s compositional principles, are analyzed. The economic reasons of high-rise con

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