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Добірка наукової літератури з теми "MULTISTORY BUILDING"

Автор: Grafiati

Опубліковано: 11 вересня 2023

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Статті в журналах з теми "MULTISTORY BUILDING"

Lin, Jui-Liang, and Keh-Chyuan Tsai. "Application of Supplemental Damping Characteristics to Response Spectrum Analyses of Nonproportionally Damped Multistory Asymmetric-Plan Buildings." Earthquake Spectra 29, no. 1 (February 2013): 207–32. http://dx.doi.org/10.1193/1.4000105.

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For practicing engineers, knowledge of the characteristics of supplemental damping in buildings is essential to understand the resultant effects of added damping. Characterizing the overall system parameters representing the amount and the plan-wise distribution of the supplemental damping in a single-story asymmetrical building is straightforward. However, this becomes a difficult task for multistory asymmetrical buildings. For this reason, this paper first develops the effective one-story building (EOSB), which retains the characteristics of the two dominant vibration modes of the original nonproportionally damped multistory asymmetrical building. By using the EOSB, it becomes convenient to characterize the supplemental damping in the original multistory asymmetrical building. The effectiveness of this approach is verified by using three numerical examples, which include one one-story, three eight-story, and one 20-story asymmetrical buildings. Next, the relationships between the roof displacements of the original building and those of the EOSB are established. This enables the application of the response spectra constructed from the EOSBs to estimate the peak roof displacements of the original multistory asymmetrical building.

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Zhang, Xin Zhong, Lian Juan Miao, and Ke Dong Tang. "Comparative Analysis of Seismic Responses of Different Layer Height Structures with Broken Stone Isolation Layers." Applied Mechanics and Materials 238 (November 2012): 876–80. http://dx.doi.org/10.4028/www.scientific.net/amm.238.876.

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For the purpose of doing modal and dynamic analysis, tall building structures and multistory building For the purpose of doing modal and dynamic analysis, tall building structures and multistory building structures of vibration isolation foundation and non-isolation models were established respectively. To elaborate the broken stone isolating layer efficacy, top ten order frequencies and modes, sliding displacements of isolation layer, storey drift angles, storey accelerations, top floor relative displacements compared to the ground movement are obtained and contrasted. The result of the present work implies that the broken stone isolation layers are suitable for multistory buildings.

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Cheung, V. W. T., and W. K. Tso. "Eccentricity in irregular multistory buildings." Canadian Journal of Civil Engineering 13, no. 1 (February 1, 1986): 46–52. http://dx.doi.org/10.1139/l86-007.

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To evaluate the seismic torsional effect on multistory buildings, the concept of eccentricity is extended from single-story buildings to multistory buildings by defining the locations of the centers of rigidity at each floor. A practical procedure to locate the centers of rigidity and hence floor eccentricity is introduced. This procedure depends on the use of plane frame computer programs only and is suitable for use in design offices. The seismic torsional provisions in the National Building Code of Canada 1985 (NBCC 1985) explicitly emphasize that the code provisions apply to buildings where the centres of rigidity lie on a vertical axis only. By means of examples, it verifies the claim of NBCC 1985. Also, it shows that, for buildings with centers of rigidity scattered from a vertical axis, the code procedure may or may not apply. Therefore, one should interpret the condition of centers of rigidity located along a vertical axis to be a sufficient, but not a necessary, condition for the NBCC 85 code provisions to be applicable. Until the necessary conditions are known, dynamic analysis remains the most reliable method to assign the torsional effects to various portions of the building. Key words: building code, center of rigidity, dynamic analysis, eccentricity, irregular, multistory, seismic, torsion.

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De-la-Colina, Jaime. "Assessment of Design Recommendations for Torsionally Unbalanced Multistory Buildings." Earthquake Spectra 19, no. 1 (February 2003): 47–66. http://dx.doi.org/10.1193/1.1540998.

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Multistory models are studied to assess design recommendations for torsionally unbalanced multistory buildings. Structural systems are assumed as shear beams with nonlinear lateral-resisting elements oriented along two orthogonal directions and subjected to a bidirectional earthquake ground motion. Five-story rigid-diaphragm models with mass or stiffness eccentricity are considered in the study. Accidental eccentricity is not included in the modeling and, therefore, its related recommendations are not assessed. Design recommendations studied here are based on the simple static procedure and include two values and an expression for the amplification factor α to compute story eccentricities, three values of the torsion-shear reduction factor δ, an additional lateral force Ft to be applied at the building top level, and a minimal story eccentricity for the building. Design recommendations to control ductility demands of torsionally unbalanced multistory buildings are given.

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Qiang, Zhou, and Sun Bai-tao. "Study on Earthquake Damage Distribution of Multistory Masonry Buildings." Open Civil Engineering Journal 9, no. 1 (July 31, 2015): 435–41. http://dx.doi.org/10.2174/1874149501509010435.

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The main components which affect the earthquake damage grades classification of multistory masonry buildings and the damage characters are summarized and analyzed through the statistics and analysis of a large number of previous earthquake damage data. According to the standard of earthquake damage grades classification, the damage numbers of each component of multistory masonry buildings under different earthquake damage indexes are analyzed quantitatively and the calculation formulas based on the relationship between the damage numbers of components and the earthquake damage index under different cases are given; Based on the structural analysis of multistory masonry buildings and the research of earthquake damage data, the calculation formulas of the earthquake damage distributions in different floors and main components’ different positions on the same floor of multistory masonry buildings are given, which provides us a platform to objectively understand the earthquake damage distribution of multistory masonry buildings; The earthquake damage distribution is an important factor to affect the realistic degree of the 3-D damage models in the scene simulation system for earthquake disaster, this paper also provides a theoretical basis for the modeling of the 3-D damage models of multistory masonry structure; Finally, the earthquake damage distribution of the bearing wall of a five-storey masonry building in the minor damage has been given as an example.

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Yuan, Xue Xia, and Wei Liang Jin. "Structural Reliability and Human Error of Reinforced-Concrete Building during Construction." Advanced Materials Research 368-373 (October 2011): 1365–69. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1365.

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In view of the significant failure modes of formwork-supporting system and reinforced- concrete member, the reliability analysis model of time-dependent system affected by human errors during the construction of typical multistory reinforced-concrete buildings was developed. Human Reliability Analysis (HRA) method was applied to simulate the error rates and error magnitudes of the reinforced-concrete members and the formwork-supporting system, and human reliability models were developed, two cases for error-free case and error-included case were considered. Furthermore the check emphasis of formwork-supporting system was pointed during multistory building construction.

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Zhang, Peng Cheng, and Qin Yuan. "The Seismic Design of Staircase in Frame Structure." Advanced Materials Research 368-373 (October 2011): 865–68. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.865.

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As the essential vertical transportation in multistory or high-rise building, stairs is very important. When2008, 5.12Wen-Chuan earthquake occurred, many staircases were seriously damaged especially in the multistory framework structures which were built in recent years. It seems probable that some common fault happened in the design work. In the multistory framework the stairs member may contribute stiffness as a "K"-shaped brace which effecting the deformation of the frame notably, triggering tension or compression to the stairs plate, however, the "K"-shaped brace effecting were neglected in the design courses. This paper analysis the seismic damage of staircase and stairs, puts forward in multistory framework, the design of stairs can choose "rigid" or "flexible" solvent. The suggested methods can be use either to repair the existing stair structure or to design stairs for new frame building in order to improve the structural function of stairs and the overall building.

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Franzini, Florencia, Sami Berghäll, Anne Toppinen, and Ritva Toivonen. "Comparing Wood versus Concrete: An Explorative Study of Municipal Civil Servants' Beliefs About Multistory Building Materials in Finland." Forest Products Journal 71, no. 1 (January 1, 2021): 65–76. http://dx.doi.org/10.13073/fpj-d-20-00038.

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Abstract The rising interest in wooden multistory buildings (WMSB) has led to multiple studies investigating how construction professionals perceive different structural frame materials. These investigations, however, exclude viewpoints from public employees (i.e., civil servants), who are central to driving the implementation of WMSB. This study is part of a broader inquiry to examine perceptions from Finnish civil servants who are responsible for municipal land-use planning and development. To this end, a questionnaire applying the theory of planned behavior was designed. Civil servants were asked to evaluate how strongly they believe WMSB possess 16 attributes in comparison to concrete multistory buildings (CMSB). The attributes constitute statements concerning various economic, social, and environmental impacts of multistory buildings, as well as technical properties. Responses (N = 273) indicate that WMSB are believed to possess positive environmental attributes and to support economic development. In contrast, CMSB are regarded to have lower construction and maintenance cost and to be less susceptible to fire. Furthermore, exogenous factors, like demographics, previous experience, and social environments, were significantly correlated to respondents' beliefs. Especially prominent was the relationship between profession and beliefs about technical and environmental attributes. Future research should focus on determining whether the set of attributes assessed in this study are relevant to the implementation of multistory building projects within Finnish municipalities.

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Song, Xiao, Peng Li, and Guang Sheng Xu. "Seismic Isolation Design of Multistory Building." Applied Mechanics and Materials 204-208 (October 2012): 3592–95. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.3592.

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Design process and the nonlinear time history analysis for base isolation system is performed in this paper. The results show that the earthquake acceleration and displacement response of isolated structure can be significantly reduced. Application of the isolation system to improve the seismic capacity of the structure,can effectively reduce the response of upper structure of in earthquake.

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WANG, CHU-KIA. "Bifurcation Analysis of Multistory Building Frames." Computer-Aided Civil and Infrastructure Engineering 1, no. 2 (November 6, 2008): 121–37. http://dx.doi.org/10.1111/j.1467-8667.1986.tb00119.x.

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Дисертації з теми "MULTISTORY BUILDING"

Brambila, Gabriela, Mireya Moleres, Joel Amarillas, Blake Brennan, Haley Koesters, and Nawar Sadeq. "Design of Multistory Historical LEED Building." Thesis, The University of Arizona, 2015. http://hdl.handle.net/10150/578568.

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The goal of this project was to design a multipurpose three-story building that creates a new hub for businesses and student housing, encompassing a complete transportation, hydrological, structural, and geotechnical design of the building and site while adhering to all applicable building codes. Based on calculations of expected daily trips, turning movement analysis, and Highway Capacity Software analysis, the new site plan is designed to optimize parking spaces, landscaped areas, and access. Along with a newly designed grading plan, a hydrological flood analysis was done to design underground stormwater storage tanks and the final grading plan. The building itself was designed as a steel-braced moment frame designed to support gravity, wind, and seismic loading per the LRFD procedure. Utilizing the LRFD critical load combination the most economical size of structural members including beams, columns, girders, lateral bracing, and connections where chosen. The design was then entered into SAP2000 to model the building behavior. Given the column loads and soil properties, the site s soil bearing capacity was calculated to design isolated footings with reinforcing tensile rebar. Decisions were made to use recycled materials and energy and water efficient systems in order to achieve LEED Platinum accreditation.

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Farooq, Qureshi Harris, and Aber Alvi. "Evaluation of Building Integrated Heating System in Terms of Thermal Comfort & Energy Efficiency : A Case Study of Multistory Apartment Buildings in Kumla." Thesis, Mälardalens högskola, Akademin för hållbar samhälls- och teknikutveckling, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-12898.

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This work comprises of a detail study of the impact of building integrated heating (BIH) systems on energy efficiency and thermal comfort. The work has been sponsored by a company called Thermotech AB which supplied the BIH system for twin apartment buildings in Kumla owned by Kumla Bostäder. Comprehensive energy analysis was done using IDA simulation software for the building with normal radiator heating and BIH heating systems. The analysis showed 7.5 % annual savings in favor of the BIH system but since the ground and first floor thermostatic set point was not achieved we are a bit skeptical about the actual savings. Detailed literature study in this regard showed that there was no significant difference in the energy consumption for both of the systems. In the case of thermal comfort there are many citations preferring the integrated heating with features like better comfort, air quality, less noisy system ,flexible room layout and ability to use a sustainable source such as solar power. Simulations for thermal comfort were unable to determine any significant betterment of one system over the other as both were theoretically able to deliver the same comfort. Actual measurements however showed extremely good PPD % values during a hot summer day. Unfortunately a winter measurement could not be taken due to time constraint but is a strong recommendation for further work. A detailed survey was also conducted to gauge the people’s reaction on the system during the past winter. While most of the people were satisfied average PMV of around 0.5, people from lower floors did complain about it being too cold during the winter. Some complained about it being too warm during summer time which is understandable as there no external shades and the ventilation system runs at constant speed. Some people had complains about the air quality and lack of ventilation as well. In conclusion the system’s superior thermal comfort over the conventional radiator circuit cannot be denied but its energy efficiency features may be up for debate. We recommend the system in spite of the additional cost due to the comfort for the occupants and the fact that it utilizes a low temperature source which is much more sustainable and environment friendly then the conventional high temperature sources.

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Magalhães, Wladimir Capelo. "O uso do aço no projeto arquitetônico das estruturas aparente em edifícios de múltiplos andares: uma análise a partir dos projetos em aço construídos nos últimos 20 anos em São Paulo." Universidade Presbiteriana Mackenzie, 2015. http://tede.mackenzie.br/jspui/handle/tede/392.

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Made available in DSpace on 2016-03-15T19:22:55Z (GMT). No. of bitstreams: 1 Wladimir Capelo Magalhaes.pdf: 18102197 bytes, checksum: dd9b04e84d048e366196fe8ec020eed2 (MD5) Previous issue date: 2015-02-06
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The use of steel structures as building system in multistory buildings is growing every year in Brazil. This evolution, though still slow compared to other countries, is possible thanks to the characteristics of steel and the manufacturing process and production of steel structures. This research paper presents an analysis the use of steel structures in multistory buildings constructed in Sao Paulo in the last 20 years, showing how the use of metal structures was essential to solve the specific problems of each challenge. For this it was essential to understand how metal structures historically evolved since the eighteenth century. From this historical survey, it was possible to establish a series of conditions in the specific use of steel structures that provided its evolution. In addition, there was a survey about the steel industry in Brazil, with an overview of their production, properties, advantages and limitations in order to understand how these characteristics are reflected in the construction of multistory buildings. In the project analysis, seven works were chosen in São Paulo who used the apparent steel structure as the main construction system so that the design adopted confirm structural solutions proposed by architects. To support the analysis, were considered graphics, photos, interviews and three-dimensional electronic models that facilitate the understanding of the structure and elucidate the importance of the use of metal structures. With the results, it was possible to define a set of constraints and determinants of the use of steel in construction that must be considered in the development of architectural design.
O uso das estruturas metálicas como sistema construtivo nas edificações de múltiplos andares vem crescendo a cada ano no Brasil. Essa evolução, embora ainda lenta em comparação a outros países, se dá graças a uma série de características próprias do aço e do processo de fabricação e de produção das estruturas metálicas. Esse trabalho de pesquisa apresenta uma análise do uso das estruturas em aço no projeto de edifícios de múltiplos andares construídos em São Paulo nos últimos 20 anos, evidenciando como o emprego das estruturas metálicas foi essencial para resolver os problemas projetuais específicos de cada obra apresentada. Para isso, foi fundamental compreender como as estruturas metálicas evoluíram historicamente na construção civil desde o século XVIII, pois a partir desse levantamento histórico, foi possível pontuar uma série de condicionantes do uso das estruturas em aço que proporcionaram a sua evolução como sistema construtivo na forma como se apresenta hoje. Além disso, foi realizado um levantamento a respeito da indústria do aço no Brasil, traçando um panorama da sua produção, propriedades, vantagens e limitações a fim de compreender como essas características se refletem nos condicionantes e determinantes do aço na construção de edifícios de múltiplos andares. Como metodologia de análise, foram escolhidas sete obras na cidade de São Paulo que utilizaram a estrutura metálica aparente em aço como principal sistema construtivo, de forma que a linguagem adotada evidenciasse as soluções estruturais propostas pelos arquitetos. Para apoiar a análise, foram considerados desenhos, fotos, entrevistas e maquetes eletrônicas tridimensionais que facilitassem a compreensão da estrutura e elucidassem a importância do emprego das estruturas metálicas. Com os resultados obtidos, foi possível definir um conjunto de condicionantes e determinantes do uso do aço que deve ser considerado no desenvolvimento do projeto arquitetônico.

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Widodo. "Rocking of multistorey buildings." Thesis, University of Canterbury. Civil Engineering, 1995. http://hdl.handle.net/10092/5973.

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In the past few decades, engineers have realized that an appropriate estimation of energy dissipation on the structural system is one of the important roles in aseismic design of building structures located in hazardous seismic areas H26,P26,V9. The inelastic load-deformation behaviour of the structural members and vibration of the foundations on the flexible soil medium are two important features of the energy dissipation. Soil-structure interaction is the way to refine the existing common methods in structural analysis as it able to take into account the soil-foundation energy dissipation from the structural system. Study of the response of building structures supported by a soil medium using lumped parameter methods have been carried out by some researchers. However, most of these studies used unrealistic physical or structural responses and soil-foundation models which did not have real application in modern building aseismic design. The current New Zealand code NZS 4203:1992 states that a special study should be carried out where energy dissipation in the structural system is primarily through the rocking of foundations. Analytical investigations using the same methods in more realistic applications of aseismic design in building structures was carried out. The investigations cover several inelastic damage indicators for both frames and frame-wall structures with a different numbers of storeys, numbers of frames, hysteresis rules, rigid joint lengths, supported by different foundation types, soil models, soil stiffnesses and exited by different earthquake inputs. It was found that rocking structures exhibit advantages or disadvantages and show the inadequacy of the current wall moment design envelopes for frame-wall structures. Methods to overcome the disadvantages need to be developed. A new simple wall moment design envelope for different types of foundation and soil-foundation hysteresis rules has been proposed. In addition, the minimum required static bearing capacity factor for soil-under minimum wall gravity load and the approximation of the building's lateral fixity are also discussed.

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Škodová, Veronika. "Nárožní polyfunkční dům v Táboře." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225794.

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Charng, Peng-Hsiang. "Base isolation for multistorey building structures." Thesis, University of Canterbury. Civil Engineering, 1998. http://hdl.handle.net/10092/5851.

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Earthquakes are one of nature’s greatest hazards; throughout historic time they have caused significant loss of life and severe damage to property, especially to man-made structures. On the other hand, earthquakes provide architects and engineers with a number of important design criteria foreign to the normal design process. From well established procedures reviewed by many researchers, seismic isolation may be used to provide an effective solution for a wide range of seismic design problems. The application of the base isolation techniques to protect structures against damage from earthquake attacks has been considered as one of the most effective approaches and has gained increasing acceptance during the last two decades. This is because base isolation limits the effects of the earthquake attack, a flexible base largely decoupling the structure from the ground motion, and the structural response accelerations are usually less than the ground acceleration. In this research, a series of dynamic analyses are carried out to investigate in detail the seismic responses for stiff and flexible 12-storey multi storey buildings to the various isolation systems and to consider the effects of foundation compliance on their responses when subjected to different earthquakes. At the same time, an investigation of the seismic response of the recently suggested segmental buildings is carried out. The segmental building concept can be considered as an extension of the conventional base isolation technique with additional flexibility distributed in the superstructure. In addition to the conventional isolation system placed at the base, the superstructure of segmental buildings is further divided into several segments which are interconnected by extra isolation systems located in the upper storeys. In general, the increase of additional viscous damping in the structure may reduce displacement and acceleration responses of the structure. This study also seeks to evaluate the effects of additional damping on the seismic response when compared with structures without additional damping for the different ground motions. In addition, analysis and design considerations for base isolated and segmental structures are suggested to enable the designer to get a better understanding at the preliminary design stage.

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Marshall, John Richard. "A comparative study of analysis techniques for multistory concrete frames." Thesis, Georgia Institute of Technology, 1989. http://hdl.handle.net/1853/19035.

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Duke, Jessica (Jessica Anne). "Multi-objective optimization for structure and energy in the case of multistory buildings with atriums." Thesis, Massachusetts Institute of Technology, 2016. http://hdl.handle.net/1721.1/104196.

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Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2016.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 69-71).
This research shows that a successful workflow exists that compares structural efficiency with operational energy efficiency for buildings that incorporate natural ventilation practices. The parametric model successfully generates floor-framing plans with atriums that are similar to industry standards. Furthermore, this research follows a workflow that allows one to search through a series of building designs to find options that minimize embodied energy while maintaining a minimum usable square footage. The models generated in Rhino can then quickly be analyzed in SimCFD to find the cooling and natural lighting potentials. A review of the results generated in this thesis answers the questions: "How far can we push structural optimization while designing for occupant comfort using natural ventilation and buoyancy effects? And 2) What constraints are put on a building's global design when cooling and heating is accomplished with natural air flows?"
by Jessica Duke.
M. Eng.

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Ahmad, Sabarinah Sh. "A study on thermal comfort and energy performance of urban multistorey residential buildings in Malaysia /." [St. Lucia, Qld.], 2004. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe.pdf.

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Vaičiulytė, Marija. "Atspindžio interpretacijos abstrakčioje tapyboje." Master's thesis, Lithuanian Academic Libraries Network (LABT), 2009. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2009~D_20090211_110032-37347.

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Magistrinio darbo temą pasirinkau – „Atspindžio interpretacijos abstrakčioje tapyboje“. Kolekcijoje tapau efemeriškus vaizdus, kuriuos pastebėjau ant stiklinių daugiaaukščių pastatų, pamatytus atspindžio vaizdus norėjau įamžinti tapyboje. Kolekciją atlikau dviejų stilių deriniu – geometrine abstrakcija ir veiksmo tapyba (abstraktusis ekspresionizmas), nes šie deriniai tokie parodoksalūs. Sąmoningai atsisakiau optinio meno. Svarbiausia darbe įsikišimas realybės – dangaus vaizdai atspindyje. Tapybos kūrinuose – atspindys užpildo architektūros tuštumą. Kolekcijoje „Atspindžio interpretacijos abstrakčioje tapyboje“ ieškojau harmonijos ir pusiausvyros, taip pat jiems giminingų aspektų, tokių, kaip pasikartojimai, supriešinimai statiškos geometrijos ir judesio, variacijos ir simetrijos, stengiausi sukurti išbaigtą darnų, juntamą dviem lygmenimis atvaizdo ir vaizdinio junginį. Aštuoni kolekcijos paveikslai labai skirtingi, vienuose išryškinau atspindžio siluetą, kituose labai svarbus konstrukcijos erdviškumas, dar kitus perteikiau labai dekoratyviai.
I choose theme of master‘s degree work – „Reflection interpretation in abstrakt paintings“. In paintings collection I paint ephemeral reflection view, this reflection I saw on the multistory buildings. I want to perpetuate in my paintings view of reflection. I was painting my collection with two different styles combination – of abstract geometry and abstract expressionism, because this combination is very paradoxical. Conscious i do not use optical art. Above all in paintings are intervention of reality – view of sky in reflection. In collection "Reflection interpretation in abstract paintings" I look for harmony and equilibrium, also similar aspects, like repetition, contrary static geometry and movements, variation and symmetry. I try to create completed painting, palatable by two sides like picture and image combination. Seven collection paintings are very different, one of them I try to bring to light reflection silhouette, in next painting are very important spatial character of construction, in others paintings are important decorative.

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Книги з теми "MULTISTORY BUILDING"

Çelebi, Erkan. Planda simetrik olmayan yapıların zeminle dinamik etkileşimi =: Soil-structure interaction of torsionally coupled multistory buildings. Maslak, İstanbul: Türkiye Deprem Vakfı, 2001.

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Place, Wayne. Daylighting multistory office buildings. [Raleigh, N.C.?: s.n.], 1990.

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Shana, Priwer, ed. Skyscrapers and high rises. Armonk, NY: Sharpe Focus, 2008.

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Steel-concrete structures for multistorey buildings. Amsterdam: Elsevier, 1991.

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ACI Committee 347--Formwork for Concrete., ed. Guide for shoring/reshoring of concrete multistory buildings. Farmington Hills, MI: American Concrete Institute, 2005.

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Reinforced concrete design of tall buildings. Boca Raton, Fl: CRC Press, 2010.

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Manual of Multistorey Timber Construction. Detail Business Information GmbH, The, 2018.

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Kaufmann, Hermann, Stefan Winter, and Stefan Krötsch. Manual of Multistorey Timber Construction. Detail Business Information GmbH, The, 2018.

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Kaufmann, Hermann, Stefan Winter, and Stefan Krötsch. Manual of Multistorey Timber Construction: Principles - Constructions - Examples. Detail Business Information GmbH, The, 2022.

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Kaufmann, Hermann, Stefan Winter, and Stefan Krötsch. Manual of Multistorey Timber Construction: Principles - Constructions - Examples. Detail Business Information GmbH, The, 2022.

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Частини книг з теми "MULTISTORY BUILDING"

Paz, Mario. "The Multistory Shear Building." In Structural Dynamics, 201–12. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-9907-0_9.

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Paz, Mario. "The Multistory Shear Building." In Structural Dynamics, 271–86. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4684-0018-2_9.

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Paz, Mario. "The Multistory Shear Building." In Structural Dynamics, 201–12. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4615-7918-2_9.

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Li, Aiqun. "Vibration Control Engineering Practice for the Multistory and Tall Building Structure." In Vibration Control for Building Structures, 559–91. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-40790-2_14.

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Tylek, Izabela Alicja. "Random Initial Twist Angle of Steel Multistory Building Frames." In Design, Fabrication and Economy of Metal Structures, 357–62. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_54.

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Mumtaj, M., L. V. K. Reddy, and P. Roy. "Seismic Response of Multistory Building with Varying Stiffness Modifiers." In Lecture Notes in Civil Engineering, 335–49. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1608-5_25.

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Gazetas, G., D. Dais, F. Gelagoti, and R. Kourkoulis. "Multistory Building Frames and Shear Walls Founded on “Rocking” Spread Footings." In Recent Advances in Earthquake Engineering in Europe, 309–22. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-75741-4_13.

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Rawat, Dinesh, and Nilesh B. Mishra. "Seismic Torsion Behaviour and Rigidity Analysis of Multistory Plan Asymmetric RC Building." In Lecture Notes in Civil Engineering, 501–18. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6969-6_43.

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Patel, Parthav P., and Digesh D. Joshi. "Strengthening of Multistory Steel Moment-Resisting Frame Building by Providing Chevron Bracings." In Lecture Notes in Civil Engineering, 319–26. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-8496-8_40.

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Allamsetty, Srikanth, Animesh Shukla, and Rishav Bhagat. "Small-Scale Hydropower Generation from the Otherwise-Wasted Kinetic Energy in MultiStory Building." In Applications of Computational Methods in Manufacturing and Product Design, 531–37. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0296-3_49.

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Тези доповідей конференцій з теми "MULTISTORY BUILDING"

Marchuk, N. I., A. V. Frolovskaia, E. V. Prasolenko, T. T. Shiriev, and T. A. Belianina. "Calculation of a multistory building for progressive collapse." In ТЕНДЕНЦИИ РАЗВИТИЯ НАУКИ И ОБРАЗОВАНИЯ. НИЦ «Л-Журнал», 2019. http://dx.doi.org/10.18411/lj-02-2019-131.

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Al-Fadhli, Suaad Khaleel I. "Performance of multistory building under nonlinear static push-over." In 2ND INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING & SCIENCE (IConMEAS 2019). AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0000122.

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Weiss, George. "A New Formula to Calculate the Fundamental Frequency of a Multistory Building by Approximate Numerical Method." In ASME 2000 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/imece2000-2012.

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Abstract A new formula has been developed in this study, to calculate the fundamental frequency of a multistory building. This formula is derived from Dunkerley’s estimate, complies with the requirements of Uniform Building Code (UBC) and the Building Officials Code Administrators (BOCA) Code, and accounts for multistory building frames of different type and size. A coefficient Γ, function of moments of inertia and lengths of column/girder was introduced in the formula, in order to obtain a relative simple algebraic equation. To verify the validity of the new formula a thorough investigation has been conducted. Fundamental frequencies and periods have been calculated for different building frames using the new formula (Formula 1). A formula for buildings with rigid floors, Formula 2, has been derived from Formula 1. Formula 2 has been used to calculate the fundamental frequency for the same type and size of buildings used in the calculations with Formula 1, considered with rigid floors. In addition, three different empirical formulas have been used to calculate the fundamental period for the same buildings. Two of these formulas are recommended in different versions of the codes. For the same type and size of buildings the fundamental frequencies and periods have been determined by computer. Comparing with the computer values, formulas 1 and 2 give the best results and can be used in preliminary design, in vibration problems or to determine seismic lateral loads for buildings with a maximum height of 160/65 ft. The empirical formulas show large differences and have to be used with caution, only in the limited range imposed by UBC and BOCA.

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Chen, F., C. Onwubiko, and L. Onyebueke. "Design of a multistory framed building using system reliability method." In 36th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1266.

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Mohareb, R., Y. Rashed, M. Wagdy, and M. Mobasher. "STRUCTURAL ANALYSIS OF MULTISTORY BUILDING USING COUPLED BEM-STIFFNESS MATRIX." In 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4788.c1646.

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Nigam, Himanshu, Abhijit Karmakar, and Anil Kumar Saini. "Wireless Sensor Network Based Structural Health Monitoring for Multistory Building." In 2020 4th International Conference on Computer, Communication and Signal Processing (ICCCSP). IEEE, 2020. http://dx.doi.org/10.1109/icccsp49186.2020.9315201.

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Sleiman, Martin, Mikael Johansson, and Anders Claesson. "Timber and concrete hybrid superstructures – a potential step towards sustainability?" In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1280.

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<p>Timber is a renewable material having a lower carbon-footprint than conventional concrete and steel. Hence, timber would be a good choice of material to minimize the carbon-footprint of a building. Superstructures of pure timber are, however, cumbersome to use for multistory purposes</p><p>– timber is simply too light to stabilize the building properly. Hence, the interest in timber and concrete/steel hybrid structures is increasing. The purpose of this paper is to investigate the potential savings of CO2 emissions in the design of a multistory residential building - this by using timber and concrete in its superstructure instead of only concrete and concurrently ensuring global stability. The study is performed on an existing 17-story residential building with a pure concrete superstructure: The results indicate that the carbon-footprint of the building in question could have been reduced by 48% if a hybrid superstructure had been used instead.</p>

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Lyublinskiy, Valery. "Stress-Strain State Multistory Buildings and Stiffness Shear Bonds." In The 13th International Conference on Contemporary Problems of Architecture and Construction. Switzerland: Trans Tech Publications Ltd, 2022. http://dx.doi.org/10.4028/p-gez359.

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The paper considers issues the nonlinear behavior of shear bonds affecting the changes in the distribution of stresses and strains in vertical structures, as well as to compare these stresses and strains with the linear statement of the problem solution in which the compliance of the bonds is constant. In a complex multiconnected system of the multistory building, the new redistribution of stresses arises, which does not coincide with the original distribution of stresses. To correct the stiffness value for the bonds, the experimental data of MGSU were used. A secant module was used to determine the stiffness for links such as lintels. Loading was performed by the step method. Redistribution of stresses in the load-bearing elements of the building showed their significant leveling. The issue of ultimate deformations of shear bonds limiting the process of redistribution of stresses and deformations requires discussion.

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Omenzetter, Piotr, Hugh Morris, Margaret Worth, Varun Kohli, and S. R. Uma. "Long-term monitoring and field testing of an innovative multistory timber building." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring. SPIE, 2011. http://dx.doi.org/10.1117/12.879869.

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Звіти організацій з теми "MULTISTORY BUILDING"

Career captain dies and 9 fire fighters injured in a multistory medical building fire - North Carolina. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, June 2012. http://dx.doi.org/10.26616/nioshfffacef201118.

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