Relevant bibliographies by topics / High-rise building structures

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'High-rise building structures'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

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

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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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Dissertations / Theses on the topic "High-rise building structures"

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Rimal, Sujan Kumar, and Levi Grennvall. "Analysis of Tripod shaped high rise building using Tubed Mega Frame structures." Thesis, KTH, Betongbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-209677.

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Most of the tall buildings that are built today have a straight and vertical shape, because vertical buildings are more stable and easily built than slanted ones. In the case of vertical building, bending moments in the base only exists from horizontal loads such as wind and seismic loads, but in slanted buildings there will also be bending moments from dead and live loads. In addition, transportation inside the building is also a challenge when it comes to slanted buildings. However, a new elevator system that ThyssenKrupp has developed will solve that problem. This new elevator has an abilit
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Al-Nassrawi, Hamzah, and Grigorios Tsamis. "Global Analysis and design of a complex slanted High-Rise Building with Tube Mega Frame." Thesis, KTH, Betongbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215950.

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The need for tall buildings will increase in the future and new building techniques will emerge to full fill that need. Tyrénshas developed a new structural system called Tube Mega Frame where the major loads are transferred to the ground through big columns located in the perimeter of the building. The new concept has the advantage of eliminating the core inside the heart of the building but furthermore gives countless possibilities and flexibility for a designer. The elimination of the central core, plus the multiformity the Tube Mega Frame, can result new building shapes if combined with ne
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Lin, Xuchuan. "Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel." 京都大学 (Kyoto University), 2012. http://hdl.handle.net/2433/161010.

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Bradaric, Matea, and David Desimons. "Design and Analysis of a Slanted Cable-stayed Building." Thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-209912.

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The Tubed Mega Frame (TMF) is a structural system for high-rise building developed by Tyréns AB. Compared to conventional structural systems, the TMF is a coreless system that transfers the loads through the perimeter of the building instead and in turn enables ability to support new architectural shapes and forms of buildings. This thesis covers an initial study of a high-rise building with an unconventional shape implementing the TMF system, the Cable-stayed Building, which consists of a slanted tower with a cable-supported cantilever. The study of the building was divided in to a geometrica
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AYME, CARRIE NATHALIE. "Analyse des effets du vent sur les structures baties : constructions basses et structures elancees." Nantes, 1987. http://www.theses.fr/1987NANT2051.

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Methode de calcul d'une force statique equivalente pour representer l'action du vent sur une structure basse type (halle industrielle), avec determination de coefficients de pression dans une approche reglementaire. Pour les structures elevees, ou l'aspect dynamique est preponderant, developpement d'un logiciel a partir du modele vickery-basu (structure elancee a section circulaire); determination des parametres aerodynamiques a partir de donnees experimentales
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Bernardi, Douglas Francescatto. "Um modelo computacional para a análise global tridimensional da estrutura de edifícios altos de concreto armado com a presença de paredes estruturais." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2010. http://hdl.handle.net/10183/25435.

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A crescente valorização das áreas disponíveis para a construção de edifícios nas grandes cidades tem constantemente elevado a altura das edificações. Nos edifícios altos, a consideração das ações horizontais na verificação da estabilidade da construção passa a ter um caráter essencial. As ações horizontais podem ser absorvidas, basicamente, por dois sistemas estruturais: por uma estrutura composta por pórticos de grande rigidez ou pela combinação de pórticos e paredes estruturais. Dentro deste contexto, esta dissertação trata da análise tridimensional de estruturas de edifícios altos de concre
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Lukanovic, Bozo, and Fredrik Strid. "High-rise buildings; structural design, prefabrication and logistics." Thesis, Halmstad University, School of Business and Engineering (SET), 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-1901.

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<p>In the report we have investigated four high-rise buildings with the intentions to find out witch parts are prefabricated and what relation can be found between structural design, prefabrication and the logistics. </p><p>After the investigation we noticed that the grad of prefabrication in each one of the projects is good in relation to what purpose the building have and the given background. During the report we found that layout – structural design – prefabrication – logistics is an order that we think can make the production of the building more effective if followed. We believe that the
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Sheng, Risheng. "Application de l’approche de simulation des grandes échelles à l’évaluation des charges de vent sur les structures." Thesis, Ecole centrale de Nantes, 2017. http://www.theses.fr/2017ECDN0030/document.

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Des bâtiments de grande hauteur sont construits avec un poids et un amortissement structurel de plus en plus faibles en lien avec l'évolution des techniques de construction et des matériaux. La connaissance des charges de vent dynamiques est un enjeu important pour la conception des grands bâtiments afin de garantir leur sécurité structurelle. L'objectif de cette thèse est d’évaluer la capacité de la simulation numérique des grandes échelles (LES) à prédire les charges de vent sur les structures et d’étudier l'influence des conditions d’entrée d’une simulation LES sur ces charges. Des expérien
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Mohammadi, Alireza. "Wind Performance Based Design for High-Rise Buildings." FIU Digital Commons, 2016. http://digitalcommons.fiu.edu/etd/3032.

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The rapid growth of high-rise high-density urban areas in coastal and near coastal, hurricane-prone cities has been observed globally and in the United States in recent decades. Favored by modern urban growth and planning policies, this trend is expected to accelerate in future. Recent climate change studies suggest a significant increase in the destructiveness of hurricanes in past 30 years by both increases in lifetime and intensity of hurricanes. Current prescriptive wind design approach does not provide transparent methods and criteria to reliably quantify the performance of buildings as w
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Buntrock, Rebecca (Rebecca Miriam). "Structural performance of early 20th century masonry high rise buildings." Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/1721.1/60760.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2010.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 65-67).<br>Early generation high rise buildings built between 1890 and World War 11 represent a technical transition between traditional load bearing masonry construction and modern curtain wall systems, and are typically referred to as 'transitional masonry buildings'. These structures comprise a large percentage of the building stock constructed in the early twentieth century. Two pertinent issues have
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Books on the topic "High-rise building structures"

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Schueller, Wolfgang. High-rise building structures. 2nd ed. R.E. Krieger Pub. Co., 1986.

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Schueller, Wolfgang. High-rise building structures. 2nd ed. R.E. Krieger Pub. Co., 1986.

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Mies van der Rohe: Lake Shore Drive apartments : high-rise building = wohnhochnaus. Birkhäuser, 1999.

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service), SpringerLink (Online, ed. Settlement Calculation on High-Rise Buildings: Theory and Application. Science Press,Beijing and Springer-Verlag Berlin Heidelberg, 2011.

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Edith, Traverso, ed. Les gratte-ciel de Villeurbanne. Imprimeur, 2004.

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Videlier, Philippe. Gratte-ciel. Passe du vent, 2004.

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Pimentel, Thaïs Velloso Cougo. A torre Kubitschek: Trajetória de um projeto em 30 anos de Brasil. Governo do Estado de Minas Gerais, Secretaria de Estado da Cultura, 1993.

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Mansions in the clouds: The skyscraper palazzi of Emery Roth. Balsam Press, 1986.

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Kees, Christiaanse, Brouwers Ruud, Maas Steffen, and KCAP (Firm), eds. De Red Apple en het Wijnhaveneiland =: The Red Apple and Wijnhaven Island. Uitgeverij 010, 2009.

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Aflalo & Gasperini: Edifícios corporativos : família Atrium. Ateliê Editorial, 2004.

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Book chapters on the topic "High-rise building structures"

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Yang, Yang. "High-Rise Building Structure." In Technical Code for Monitoring of Building Structures. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-1049-6_6.

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Nuñez, Tomás R., and Rubén L. Boroschek. "Modal Properties of a High Rise Building Under Construction." In Dynamics of Civil Structures, Volume 4. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-9831-6_10.

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Long, Yu-Qiu, and Zhong Fan. "Spline Element I—Analysis of High-Rise Building Structures." In Advanced Finite Element Method in Structural Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00316-5_18.

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Kapasakalis, Konstantinos A., Ioannis A. Antoniadis, and Evangelos J. Sapountzakis. "KDamper Concept for Base Isolation and Damping of High-Rise Building Structures." In Lecture Notes in Mechanical Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8049-9_16.

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Hwang, Kyung Ran, and Han Seon Lee. "Ductility Demand of a High-Rise RC Flat-Plate Core-Wall Building Structure in a Moderate-Seismicity Region: South Korea." In Concrete Structures in Earthquake. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3278-4_15.

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Falborski, Tomasz. "Numerical Study on Seismic Response of a High-Rise RC Irregular Residential Building Considering Soil-Structure Interaction." In Seismic Behaviour and Design of Irregular and Complex Civil Structures III. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-33532-8_20.

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Cross, Paul, David Vesey, and Chun-Man Chan. "High-Rise Buildings." In Modeling Complex Engineering Structures. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/9780784408506.ch02.

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Lin, Shaopei, and Zhen Huang. "Comparative Design and Analyses of High-Rise Buildings." In Comparative Design of Structures. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-48044-1_5.

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. "Structural Properties of High-Rise Buildings." In Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1_1.

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. "Analysis Considering Soil–Structure Interaction." In Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1_8.

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Conference papers on the topic "High-rise building structures"

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Razdolsky, L. "Explosion in a High-Rise Building." In Structures Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)215.

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Thanh, Tai Nguyen, Hitoshi Yamada, and Hiroshi Katsuchi. "Motion-Dependent Forces in High-Rise Building." In Structures Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)64.

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Behmanesh, Iman. "Design Optimization of Shear Wall High-Rise Building Structures." In Structures Congress 2018. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481325.024.

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Sajjadian, Seyed Masoud, Laura Tupenaite, Loreta Kanapeckiene, Jurga Naimaviciene, Sarah Radif, and Miguel Amado. "High rise buildings in Europe from energy performance perspective." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.029.

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The United States is well known for the birthplace of tall buildings in the world since the nineteenth century. The trend continued across all continents and in 1940, Europe developed its first tall building of over 100 meters in Genoa, Italy. Building codes, technological development, energy crisis, etc. have all influenced the built environment in different ways, a very visible sign of such impacts can be seen in high rise buildings not only on their architectural style but also on their performance. Different studies worldwide investigate energy performance of modern high-rise buildings; ho
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Turk, Afshin, and Shabnam Ghanavatizadeh. "High Rise Intelligence Building through Natural Date Palm Tree Simulation." In Structures Congress 2007. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40946(248)99.

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Aly, Aly Mousaad, Ferruccio Resta, and Alberto Zasso. "Active Control in a High-Rise Building under Multidirectional Wind Loads." In Structures Congress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)285.

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McNamara, R. J., C. D. Huang, and V. Wan. "Viscous-Damper with Motion Amplification Device for High Rise Building Applications." In Structures Congress 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)123.

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Chua, Yie Sue, Jat Yuen Richard Liew, and Sze Dai Pang. "Robustness of Prefabricated Prefinished Volumetric Construction (PPVC) High-rise Building." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6955.

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Due to the safety awareness arisen from natural and human-caused disasters, robustness design of building is increasingly important to ensure the stability of the building and to prevent progressive collapse. For this reason, the robustness design of innovative construction technologies such as modular construction may be essential due to its relative novel structural form and numerous joints among modules. Particularly in Singapore, Prefabricated Prefinished Volumetric Construction (PPVC) has been highly promoted in residential and commercial buildings, hostels and hospitals to boost the cons
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Khafaf, Bardia, Rasoul Mirghaderi, Ali Imanpour, and Farhad Kheshavarz. "Behavior of Torsional Effects of Asymmetric Pyramid Shape High Rise Building in Seismic Zone." In Structures Congress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)80.

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Seto, Kazuto, Chinori Iio, Shigeru Inaba, Shingo Mitani, Fadi Dohnal, and Toru Watanabe. "Seismic Response Control for Four High-Rise Building Structures Using Connected Control Method." In ASME 2007 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/detc2007-35180.

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This paper presents a vibration control method for multiple high-rise buildings against large earthquake motion. This method is called as “Connected Control Method (CCM)” and has the merit of obtaining enough control force to protect high-rise buildings from large earthquakes using passive and semiactive devices. In this paper, first a modeling approach for four scaled building structures is shown and effectiveness of the CCM using LQ control approach for them is demonstrated by seismic response control results. Next, in order to reduce the supplied power, a semi-active control approach in pla
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Reports on the topic "High-rise building structures"

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Rahmani, Mehran, and Manan Naik. Structural Identification and Damage Detection in Bridges using Wave Method and Uniform Shear Beam Models: A Feasibility Study. Mineta Transportation Institute, 2021. http://dx.doi.org/10.31979/mti.2021.1934.

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This report presents a wave method to be used for the structural identification and damage detection of structural components in bridges, e.g., bridge piers. This method has proven to be promising when applied to real structures and large amplitude responses in buildings (e.g., mid-rise and high-rise buildings). This study is the first application of the method to damaged bridge structures. The bridge identification was performed using wave propagation in a simple uniform shear beam model. The method identifies a wave velocity for the structure by fitting an equivalent uniform shear beam model
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Park, Sejun, and DongHun Yeo. Database-assisted Design and second-order effects on the wind-induced structural behavior of high-rise steel buildings. National Institute of Standards and Technology, 2016. http://dx.doi.org/10.6028/nist.tn.1940.

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