Relevant bibliographies by topics / BUILDING RESTING

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

Academic literature on the topic 'BUILDING RESTING'

Author: Grafiati
Published: 11 September 2023

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Journal articles on the topic "BUILDING RESTING"

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Joshi, Harsh. "Review on Seismic Analysis of Multistoried Building in Hilly Region." International Journal for Research in Applied Science and Engineering Technology 9, no. 12 (December 31, 2021): 73–79. http://dx.doi.org/10.22214/ijraset.2021.39185.

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Abstract: Due to sloping land and high seismically active zones, designing and construction of multistory buildings in hilly regions is always a challenge for structural engineers. This review paper focuses to establish a review study on the Possible Types of building frame configuration in the hilly region and he behavior of Such building frames under seismic loading conditions, and (3) The recent research and developments to make such frames less vulnerable to earthquakes. This paper concludes that the dynamics characteristics of such buildings are significantly different in both horizontal and vertical directions, resulting in the center of mass and center of stiffness having eccentricity at point of action and not vertically aligned for different floors. When such frames are subjected to lateral loads, due to eccentricity it generates torsion in the frame. Most of the studies agree that the buildings resting on slanting ground have higher displacement and base shear compared to buildings resting on plain ground and the shorter column attracts more forces and undergoes damage when subjected to earthquake. Keywords: Building frame configuration, Seismic behavior, Dynamic characteristics, Response spectrum analysis, time history analysis.
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Kulkarni, Swapnil. "Seismic Analysis of Building Resting on Sloping Ground." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (July 15, 2021): 1340–52. http://dx.doi.org/10.22214/ijraset.2021.36647.

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In India, for example, the north-east states. The scarcity of plain ground in hilly areas compels construction activity on sloping ground resulting in various important buildings such as reinforced concrete framed hospitals, colleges, hotels and offices resting on hilly slopes. The behavior of buildings during earthquake depends upon the distribution of mass and stiffness in both horizontal and vertical planes of the buildings. Various models were analyzed using staad pro. after all result and comparison it is found that buildings with set back and step back patterns give more stable pattern during earthquake.
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Manjunath, P., and Yogeendra R. Holebsgilu. "Seismic Analysis of Multi Storey Building with Flat Slab Resting on Plain and Sloping Ground." Bonfring International Journal of Man Machine Interface 4, Special Issue (July 30, 2016): 20–25. http://dx.doi.org/10.9756/bijmmi.8150.

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Acharya, Upama, and Jagat Kumar Shrestha. "The impact of shear wall location on the seismic response of RC frame buildings resting on sloping ground." Journal of Innovations in Engineering Education 2, no. 1 (March 1, 2019): 61–68. http://dx.doi.org/10.3126/jiee.v2i1.36665.

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It is observed during the past earthquakes, buildings in hilly regions have experienced high degree of damage leading to collapse though they have been designed for safety of the occupants against natural hazards. Hence, while adopting practice of multistory buildings in these hilly and seismically active areas, utmost care should be taken for making these buildings earthquake resistant. For the buildings on sloping ground, the height of columns below plinth level is not same which affects the performance of building during earthquake. Hence to improve the seismic performance of building shear walls play very important role.It is very necessary to determine the most effective location of shear walls. Shear wall arrangement must be accurate, because if not, it will cause negative effect instead. This paper is aimed at predicting the effect of positioning RC shear wall of different shape on the structural response of RC building resting on sloping ground. Eight models have been prepared considering earth pressure and without considering earth pressure. The displacement of building is to be determined by nonlinear static pushover analysis. For the purpose of pushover analysis and response spectrum analysis finite element-based software SAP 2000 has been utilized.
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., Madireddy Satyanarayana. "DESIGN OF MULTI STOREY BUILDING RESTING ON SINGLE COLUMN." International Journal of Research in Engineering and Technology 05, no. 03 (March 25, 2016): 415–18. http://dx.doi.org/10.15623/ijret.2016.0503075.

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D, Deeshma. "Analysis of Seismic Behavior of Multistoried R.C.C Building Resting on Sloping Strata under Seismic Load." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (June 30, 2021): 5293–302. http://dx.doi.org/10.22214/ijraset.2021.36205.

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Construction of RC buildings in preferred locations in the north & eastern hilly regions have increased during the last few decades due to urbanization, population increase, and high influx of tourists. The buildings situated in hilly areas are much more prone to seismic environment in comparison to the buildings that are located in flat regions. Structures on slopes differ from other buildings since they are irregular both vertically and horizontally and therefore susceptible to severe damage when subjected to seismic action. The columns of ground storey have varying height due to sloping ground. This paper presents the comparative analysis of various configurations of 15 storied building with to be found on varying slope with different plan and different structural arrangements situated on seismic zone IV. This study compares various reinforced concrete models framed and analysed their response against dynamic loading to identify and struggle the worst possible scenario. The study is carried out for a combination of three different slopes and different building configuration by response spectrum analysis method and various parameters are compared against various constraints.
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Shreya Manduskar and V. S. Shingade. "Effect of wind on RC structure resting on sloping ground and analysis done using ETABS software." World Journal of Advanced Engineering Technology and Sciences 9, no. 1 (June 30, 2023): 193–202. http://dx.doi.org/10.30574/wjaets.2023.9.1.0159.

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Wind load is one of the common loads for civil engineering structures viz. for long span bridges, tall buildings, towers and mast structures also. Wind load is acting on such structure throughout its life span. Therefore it is most important phenomenon to be taken into consideration for a structural engineer. Due to scarcity of land or due to mountainous terrains in North and North-East part of India most of the time structures are constructed on sloping grounds which is a challenge for structural engineer for analysis and design. These structures are also directly subjected to wind loads. India is also having large records of earthquake which left behind loss of many lives and heavy destruction to property and economy. Analysis of buildings in hilly regions with sloping grounds is somewhat different than the building located over a levelled ground. In present study 3D building frames of 25 storied building resting on flat terrain and sloping ground are taken into consideration. For sloping ground slopes of 20⁰,30⁰, and 40⁰ are considered. They are to be analyzed for wind speeds 39 m/s, 47 m/s and 55 m/s respectively. The modelling and analysis can be done using ETABS software which stands for extended three dimensional analysis of building system.
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Meghana, H., and C. S. Vijaya Kumar. "Comparative Analysis of Regular and Horizontal Irregular Building on Sloping Ground with Shear Wall and Bracings as Structural Elements using ETABS." International Journal of Innovative Research in Science,Engineering and Technology 11, no. 09 (June 30, 2022): 12278–85. http://dx.doi.org/10.15680/ijirset.2022.1109098.

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Due to rapid urbanization and economic growth there is huge demand for construction of building. Since population density is high it led to construction of buildings on sloping ground, but this sloping grounds like hilly areas are more prone to earthquake which causes severe damage of life and property. The buildings constructed on hilly areas are different from buildings constructed on flat ground buildings on hilly areas have horizontal/plan, vertical, torsional, mass and many more irregularity. The structure irregularities are considered as one of the main fundamentals of its failure. Here we have done seismic analysis of a G+9 regular RCC building, C and I shape building of floor height 3m resting on sloping ground of horizontal angle of inclination 45o on zone II, Response spectrum analysis is done for three cases that is plain building and building with shear wall and bracings for all the three buildings, after analysis the response of the structures with respect to variation in the story drift, story displacement, base shear, story shear has been recorded and will be discussed and concluded.
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Rashmin, Aysha, and Priyanka Devan. "Wind Load Analysis of RC Structure Resting On Sloping Ground By Using Etabs." Journal of Structural Technology 8, no. 1 (April 13, 2023): 67–73. http://dx.doi.org/10.46610/jost.2023.v08i01.005.

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Wind load is regarded as one of the crucial design loads that a structure must withstand throughout its lifetime. The impact of wind speed on the building frame has been investigated in this research. Due to a lack of available land, buildings lying on slopes were taken into consideration for the study. The 40-story, three-dimensional building frame is modelled and examined for wind zones of 33 m/s and 39 m/s, respectively. It rests on slopes of 5°, 10°, and 15°. ETABS software is used to perform the modelling and analysis as necessary. The maximum storey displacement and maximum storey drift are the factors taken into account for the post-analysis. For ground slopes and wind speeds, all the parameters have been compared, and the findings have been compiled and graphically shown.
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Chore, H. S. "Interactive analysis of a building fame resting on pile foundation." Coupled systems mechanics 3, no. 4 (December 25, 2014): 367–84. http://dx.doi.org/10.12989/csm.2014.3.4.367.

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Dissertations / Theses on the topic "BUILDING RESTING"

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Galdi, Paola. "Building functional neuromarkers from resting state fMRI to describe physiopathological traits." Doctoral thesis, Universita degli studi di Salerno, 2018. http://hdl.handle.net/10556/3041.

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2016 - 2017
The overarching goal of this work has been that of devising novel methods for building functional neuromarkers from resting-state fMRI data to describe healthy and pathological human behaviour. Observing spontaneous uctuations of the BOLD signal, resting-state fMRI allows to have an insight into the functional organisation of the brain and to detect functional networks that are consistent across subjects. Studying how patterns of functional connectivity vary both in healthy subjects and in subjects a ected by a neurodegenerative disease is a way to shed light on the physiological and pathological mechanisms governing our nervous system. The rst part of this thesis is devoted to the description of fully data-driven feature extraction techniques based on clustering aimed at supporting the diagnosis of neurodegenerative diseases (e.g., amyotrophic lateral sclerosis and Parkinson's disease). The high-dimensional nature of resting state fMRI data implies the need of suitable feature selection techniques. Traditional univariate techniques are fast and straightforward to interpret, but are unable to unveil relationships among multiple features. For this reason, this work presents a methodology based on consensus clustering, a particular approach to the clustering problem that consists in combining di erent partitions of the same data set to produce more stable solutions. One of the objectives of fMRI data analysis is to determine regions that show an abnormal activity with respect to a healthy brain and this is often attained with comparative statistical models applied to single voxels or brain parcels within one or several functional networks. Here, stochastic rank aggregation is applied to identify brain regions that exhibit a coherent behaviour in groups of subjects a ected by the same disorder. The proposed methodology was validated on real data and the results are consistent with previous literature, thus indicating that this approach might be suitable to support early diagnosis of neurodegenerative diseases... [edited by Author]
XXX ciclo
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Reza, Humayun. "Cleaning and restoring old masonry buildings : investigations of physical and chemical characteristics of masonry stones and clay bricks during cleaning." Thesis, Edinburgh Napier University, 2014. http://researchrepository.napier.ac.uk/Output/8851.

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Historic buildings and monuments are a precious finite asset and powerful reminders for future generations of the work and way of life of earlier cultures and civilisations. The stone cleaning and restoration of historic buildings is a crucial element in keeping the good look, integrity and quality of the fine art, method of construction and architecture of previous civilisations. Stone cleaning is one of the most noticeable changes a building can be subjected to, which changes its appearance, persona and environmental context. In this study, a series of physical and chemical tests were conducted to further investigate, evaluate and improve the efficiency of building cleaning. Seven different abrasives were adopted for air abrasive cleaning, including copper slag (fine, medium and coarse), recycled glass (fine, medium and coarse) and hazelnut/almond shell (natural abrasive), on a total of eight masonry stones and clay bricks, including yellow sandstone, red sandstone, limestone, marble, granite, white clay brick, yellow clay brick and red clay brick. Physical investigations included sieve tests and impact tests on the abrasives, greyscale image analysis, thickness reduction measurements, Vickers surface hardness tests, Charpy impact tests and water absorption tests. Chemical investigations included Scanning Electron Microscope (SEM) and Energy-Dispersive X-Ray Spectroscopy (EDX) analyses. Sieve tests and impact tests confirmed that the abrasives utilised were fairly reliable, and the abrasives with high bulk densities were stronger and tougher than those with low bulk density. Greyscale digital image analysis indicated a lower greyscale value corresponded to a dirtier masonry surface. In general, the greyscale continuously increased with the increasing cleaning time and tended to be stable when the surface became fully cleaned. The cleanness was also introduced for assessing the effectiveness of the building cleaning. Similar trends could be observed. Both parameters proved to be significantly useful. For most of the samples, monotonic increase trends were observed between the greyscale and thickness reduction. The image analysis on greyscale and the thickness measurement were two useful methods for assessing the cleaning degree of a masonry stone or clay brick. Based on the analysis on all the testing data, it is possible to recommend a more suitable abrasive for each masonry stone or brick. For granite and red clay brick, medium glass produced the best performance, while for limestone, marble and red sandstone, fine glass was promising. For yellow clay brick, fine slag could be the best option, while for yellow sandstone the natural abrasive was found to be the most suitable. vi The Vickers hardness test results indicated that a larger hardness corresponded to a harder masonry surface. Also the surface hardness continuously increased with the increasing cleaning time but at a decrease rate. Most of the increasing trends of the surface hardness could be approximately expressed using parabolic relationships. Granite was found to be the hardest, and followed by marble and limestone. However, there were no big differences in the surface hardness between yellow clay brick, yellow sandstone, red sandstone and white clay brick. The impact resistances of seven masonry stones and bricks were obtained by conducting the Charpy impact resistance tests. Granite showed the highest impact resistance among all the stones and bricks and was followed by marble, limestone, clay bricks and sandstones. The stones and bricks with higher impact resistances also had higher hardness values but lower water absorptions. The water absorbing capacity of the seven masonry stones and bricks was quantitatively determined. Two types of clay bricks showed the highest water absorptions, and the water absorptions for limestone, yellow sandstone and red sandstone were also quite high. However, the water absorption of marble and granite was found to be very low. Larger water absorption corresponded to a softer stone or brick, while smaller water absorption corresponded to a harder stone or brick. The chemical investigations by using the SEM and EDX techniques showed that the chemical substances on the masonry surface varied largely for different types of stones and bricks. This study showed the way to detect such soiling using chemical analysis by monitor the changes in chemical elements and compounds during the building cleaning. Finally, comprehensive conclusions were presented, together with useful suggestions for future work.
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Mlambo, Nolwazi S. X. "Restoring Curio[City] : An Alternative Adaptive Reuse Approach for the derelict Staatsmuseum building throough Landscape Design." Diss., University of Pretoria, 2020. http://hdl.handle.net/2263/78705.

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Urban relics, memories of bygone eras, sit desolate and disregarded on the Northern and Southern fringes of the City of Tshwane’s inner-city, also known as Pretoria. Flaking facades, uninviting margins and deflected gazes have resulted in forgotten city  narratives, narratives that are immortalised in these monuments.  These compositions of culture, and remnants of the past, have fallen prey to the swift progress of the city and have been left forgotten as they retreat into the shadows of their former grandeur. Dwarfed by the bustle of the city and it’s towering urban fabric, a generation unknowing pass these urban gems daily, unaware of their past splendour. Existing now only as  urban scars, these buildings become spectators to the continued advancing and changing cityscape, they become invisible remnants of the city’s cultural and historical landscape.  The dissertation aims to generate a landscape design proposal for the Old Staatsmuseum building as an attempt to reactivate one such urban relic, to return it to some of its historic grandeur, and imagining new ways for old buildings to inject meaning into the cityscape. Drawing inspiration from creative industries, such as art, media and functional creations, the project investigates landscape architecture’s potential to; regenerate and remodel buildings into creative sites, prevent their further decay, celebrate their inherent adaptive history and  make them accessible to the new generation of city dwellers and visitors. Furthermore, such an attempt also seeks to connect and enhance the otherwise fragmented urban nature within the City of Tshwane, by connecting the Old Staatsmusem, to its context of the National Zoological Gardens, and further afield to the grassland landscapes of Gauteng. Landscape architecture is therefore used to present an allusion of the “continuation of cultural phenomena through built infrastructure” (Wong 2017:30) and as a catalyst for urban regeneration in the Pretoria inner-city.
Mini Dissertation (ML (Prof))--University of Pretoria, 2020.
Architecture
ML (Prof)
Unrestricted
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Marcolino, Tatiana Pereira. "Estudo de espécie nativa da restinga para plantio em telhados de construção de interesse social." Universidade do Estado do Rio de Janeiro, 2012. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=4474.

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Conselho Nacional de Desenvolvimento Científico e Tecnológico
O alto crescimento populacional tem desencadeado uma elevada ocupação das áreas urbanas com a expansão de edificações e estradas causando alterações no meio ambiente com a consequente minimização das áreas verdes e da infiltração de água no solo. Estes fenômenos acarretam problemas como enxurradas, inundações, aumento da temperatura local e diminuição da biodiversidade com inúmeros efeitos adversos, tanto econômicos quanto ambientais e sociais. Uma das alternativas para minimizar estes problemas é a construção de telhados verdes, que tem como uma das principais funções retardar o escoamento devido ao aumento da infiltração e retenção da água das chuvas atenuando o efeito avassalador das enchentes e das zonas de calor, principalmente em climas muito quentes, além de colaborar para recuperação de ecossistemas, através do replantio de mudas. Este projeto faz parte de um conjunto de ações integradas de cidadania e inclusão social na região hidrográfica da baixada de Jacarepaguá, especificamente envolvendo a Comunidade da Vila Cascatinha, em Vargem Grande, a fim de gerar subsídios para políticas públicas em áreas de assentamentos informais, integrado ao projeto HIDROCIDADES (CNPq, FAPERJ, FINEP), que visa a conservação da água em meios urbanos e periurbanos associado à cidadania, inclusão social e melhoria da qualidade de vida nas grandes cidades. Este trabalho utiliza uma tecnologia adaptada dos telhados verdes para edificação popular (telhado de fibrocimento) muito comum no Brasil, com o objetivo de verificar uma espécie com potencial de geração de renda (visando o social) de ecossistema regionais como restinga, em edificação; analisar o crescimento e biomassa da espécie de restinga cultivada em telhados; e avaliar qualidades das mídias em função do plantio em análise de armazenamento (retenção) de água no solo. A partir da metodologia empregada na implantação dos telhados verdes em habitações populares, os resultados obtidos são desenvolvimento da espécie Ipomoea pes caprae Brasiliensis, em três tipos de mídias de crescimento e também eficiência dessas mídias no escoamento superficial. Observou-se retenção de 69,24L de água para o bagaço de cana de açúcar e 64,7L para a fibra de coco. E foi observado também um retardo da ocorrência do pico de até 14 minutos no telhado vegetado em relação ao telhado controle (convencional).
The high rates of population growth has led to a dense occupancy of periferic urban areas with buildings and roads. This has caused changes in the environment with the consequent minimization of green areas and water infiltration into the soil. These phenomena have been favoring problems such as landslides, floods, temperature increase and local biodiversity decreasing with numerous adverse effects, both social-economic, and environmental. One alternative to minimize these problems is the construction of green roofs, which has as one of its main functions increase infiltration and retention of rainwater, alleviating the effects of floods and heat zones, especially in very hot climates, and contribute to ecosystem restoration. This research is part of a set of integrated actions of citizenship and social inclusion in the lowland of Jacarepaguá river basin, specifically involving the Community Vila Cascatinha in Vargem Grande, in order to generate support for public policy in areas of informal settlements, integrated HIDROCIDADES Project (CNPq / FAPERJ / FINEP), which aims to conserve water in urban and peri-urban areas associated with citizenship, social inclusion and the improvement of quality of life in big cities. This work uses an adapted technology for planting on roof tops of social interest habitations (fibercement tiles), very common in Brazil, aiming to verify a restinga local ecosystem species with potential for income generation increase (foccus on the social), as well as environmental compensation. It was analyzed the growth and biomass generation of the Ipomoea pes caprae Brasiliensis cultivated on roof top and assessed qualities of the growth media and its retention capacities. Retention of 69.24 liters of water on sugar cane bagasse and 64.7 L on coconut fiber applied as growth medias were observed. It was also observed a delay in the occurrence of the peak-flow of up to 14 minutes on the planted roof in comparison to the convetional roof top of fibercement tiles (non-planted).
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Shaffer, Marcus. "Rise Tectonic Machines!: The Revitalization of the Relationship Between Architects and Machines as a Means of Restoring Intimacy, Immediacy, and Delight to the Act of Building." Thesis, Virginia Tech, 2008. http://hdl.handle.net/10919/34283.

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Architectural form is both an expression of human desire and built edifice directly related to construction methods. It follows that the responsibilities of the architect seeking new form must extend to the instrumentation of tectonic machines and devices, which are also appropriately new. This thesis proposes a revitalization of the relationship between the architect and machines as a means of restoring intimacy, immediacy, and delight to the act of building. What follows is a presentation of images, photographs, and models related to the design and development of an architecture machine, and related constructions.
Master of Architecture
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AGRAWAL, PRAVEEN KUMAR. "DYNAMIC ANALYSIS OF BUILDING RESTING ON LOPING GROUND." Thesis, 2018. http://dspace.dtu.ac.in:8080/jspui/handle/repository/16367.

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The building structures situated in hilly area are much more vulnerable to earthquake environment in comparison to the building structures located in flat regions. Structures situated on sloping ground differs from other building structures because they are irregular both vertically and horizontally hence torsion moments so these structures are more susceptible to severe damage when subjected to earthquake vibrations. The columns of ground storey building have varying height of columns due to sloping ground. In this research work, behavior of 4 to 11 storey with different configuration step back, step back set back and set back building is analyzed using structural analysis tool STAAD Pro. By performing a linear time history analysis. From the above analysis it is observed that stiffness of the model increases due to decreases in height of short column which results in increases in seismic forces on short column which is about 75% of total base shear and chances of damage is increased considerably due to formation of plastic hinges therefore proper analysis is required to quantify the various building configuration for more suitability on sloping ground.
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Izadnegahdar, Reza. "Elastostatic interaction analysis of frames resting on homogeneous elastic half-space." Thesis, 2001. https://eprints.utas.edu.au/20797/1/whole_IzadnegahdarReza2001_thesis.pdf.

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The structural response of a building to applied loads depends on the behaviour of the soil supporting the structure. Structures may undergo various support deflections dependant on their support conditions. Such deflections are associated with soil deformation: the short-term deflections are known as the elastic component and, the long-term deflections are known as the permanent plastic component. Differential support displacements cause structural interaction between supports. To analyse such interaction, there are different approaches; it can be analytical or numerical, static or dynamic and deterministic or probabilistic, with the rigour in the analysis being commensurate to the degree of displacement likely to be experienced. Mathematical rigour, however, may or may not be justified if inadequate knowledge of parameters exists. In the context of the natural variability of constituent parameters, a closer examination of the soil parameters associated with this interaction, particularly for plane frame structures, is warranted. The behaviour of soil media at a structure's supports during structural analysis has been the focus of much investigation and research over the last century. Efforts have been made to describe such interaction and many computer packages have been developed to incorporate different soil models with the structural studies. Unfortunately the models are usually too complex or require too much input data for easy use by professional engineers. This study focuses on the interaction context through a linear elastostatic and deterministic analysis of plane frame structures with different soil idealisations. The study concentrates on the behaviour of a space frame structure that is constructed by a number of typical plane frames in a parallel series subjected to individual loads. A homogeneous elastic half space is utilised for the soil support. A displacement-type analytical-numerical technique of elastic solution is used to evaluate support interaction. In this approach, the behaviour of soil is modelled by means of homogenous, elastic half-space, whilst in the analysis of the structure, a Direct Stiffness Method is applied. The Boussinesq and Cerruti force-displacement solutions are used for isotropic behaviour, whilst the Gerrard-Wardle and Gerrard-Harrison models are used for cross-anisotropic behaviour. The flexibility matrix of the elastic half-space, related to the interaction forces is developed. The author has prepared an integrated software program to perform the analysis on a desktop PC. The interaction results of the support were analysed for sensitivity to the soil parameters. A number of typical soil parameters were considered for Winkler, isotropic and cross-anisotropic soil models in the structural analysis. Analysis outputs were shown in graphs and tables and were used to investigate for sensitivity of interaction to different soil parameters. Finally, the conclusion of the research work is drawn and the recommendation for further research study is suggested.
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Rayudu, Jarapala. "Dynamic Behaviour of Buildings Resting on Sloppy Ground." Thesis, 2018. http://ethesis.nitrkl.ac.in/9515/1/2018_MT_216CE2049_JRayudu_Dynamic.pdf.

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The proper collection of seismic design forces for the architecture needs the specification of the exacted intensity of ground shaking that the structure will undergo throughout their existence. In line to get anticipation of the end of life and destruction of buildings due to the ground shake, it is essential to know the components of the ground motion. The common significant dynamic components of ground motion are (PGA)peak ground acceleration, duration and frequency content. The essential standard method used by many seismic codes is to use PGA as a particular measure of ground motion intensity. Despite, as more earthquake studies obtained, it enhanced that the use of a single design spectral shape scaled by peak site acceleration is inadequate to cover over all sites. Many recorded earthquake ground motions have response spectra dramatically distinct from the standard design spectrum. The earthquakes have different predominating frequency contents inherently low, medium, and high. The present study deals with the effect of the different dominating frequency contents of earthquakes on seismic behavior of R.C buildings resting on the sloppy ground.A linear time history analysis performed by using the relevant Finite Element Method (FEM) based software SAP2000 on sloppy ground buildings with three different ground motions of low, medium and high contents of the frequency with the same continuation and peak ground acceleration. The dynamic response of the R.C frame buildings due to the selected ground motions observed regarding storey displacement and base shear. It is found that low and intermediate frequency content ground motions had shown an essential impact on the seismic response of chosen R.C regular building frames and step-back building frames. Proceeding to the chosenR.C step back-setback building frames the medium and high-frequency content ground motions shown an essential impact on its seismic response. It is also observed that the end short columns in these buildings attract more-base shear compared to other columns. The base shear distribution among the columns is uneven this uneven distribution of base shear in columns leads to plastic hinge formation in the columns, which creates the profound impact in step-back and step-back–setback buildings.
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Chang, Ting-Ching, and 張亭卿. "A Case Study of Restoring Tilted Building by Grout Jacking." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/x53b8r.

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碩士
國立臺北科技大學
土木與防災研究所
96
Compensation grouting control ground settlement and tilted building caused by underground construction. According to the differences of grout properties, there are two different kinds of grouting programs, which are Compaction Grouting and Fracture Grouting. Both of them have been adopted for decades, although the mechanisms are still not quite established. In view of this, this research will first compile experts and scholars researches, then we are going to discuss what we know so far about the mechanism of the two grouting programs, and to the long-term effect in the soil layer. Secondly, one clay of the stratum, it is a case of restoring a tilted building in Taipei, from grouting effect and monitor result, and an analysis of mechanics mechanism by restoring tilted building. In this research, according to the monitor result of case, then we are going to discuss effect grouting efficiency factor, and depend on the properties of the differential soil layers to process the choices of Compensation Grouting, disposition of grouting hole and to control the grouting mechanism. It is for elevate the efficiency of grouting, at the same time can be sure the building is kept safe to complete Restoring Tilted Building.
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Yen, Daniel Ka Kei. "Battle Hall : restoring natural ventilation in the Reading Room." Thesis, 2011. http://hdl.handle.net/2152/ETD-UT-2011-05-3291.

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Battle Hall, located at the heart of the University of Texas at Austin’s campus since 1911, has been serving the University for a century. It was designed for cooling with natural ventilation prior to being fully air conditioned in the mid-1960s. The mechanical system currently installed in Battle Hall is over 40 years old. While it provides reasonable environment for the collections, it struggles to achieve stable conditions for various zones in the building. The purpose of this study is to consider isolating the Reading Room as an individual zone and explore the possibility of restoring natural ventilation as it was originally designed. There are various benefits in restoring natural ventilation to the hundred-year old Reading Room, including psychological benefits, indoor air quality, and energy savings. However, various concerns, such as environmental conditions, air pollutants, acoustic, and potential light damages, also exist. This study focuses on investigating the possibility of restoring natural ventilation by examining existing conditions, collection care requirements for library collections and historic architectural elements. Two data-loggers were placed in the Reading Room to record temperature and relative humidity readings for approximately five months. Through analysis of these readings of existing collection care settings and existing architectural settings, potential solutions and alternatives were considered and examined. These included non-action, hybrid natural ventilation, Johnson Controls Personal Environmental System, and HVAC shut-off. This study is the first of its kind for Battle Hall. As a Historic Structures Report of Battle Hall is commissioned by the University, this study provides a better understanding of potential solutions and alternatives to restore natural ventilation to Battle Hall. This may also serve as a platform to stimulate ideas and research on natural ventilation restoration to other buildings in the University.
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Books on the topic "BUILDING RESTING"

1

Nicole, Gillespie, ed. Building and restoring organisational trust. London: Institute of Business Ethics, 2011.

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Gregorič Bon, Nataša, and Smoki Musaraj, eds. Remitting, Restoring and Building Contemporary Albania. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84091-4.

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Charles, McRaven, ed. Building & restoring the hewn log house. 2nd ed. Cincinnati, Ohio: Betterway Books, 1994.

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Day, Karen E. Restoring vine coverage to historic buildings. [Washington, D.C.] (P.O. Box 37127, Washington 20013-7127): U.S. Dept. of the Interior, National Park Service, Cultural Resources, Preservation Assistance Division, 1991.

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Laurie, Mckenna, and Cheshire (England). Environmental Planning Service., eds. Techniques for restoring and protecting historic buildings. Chester: Cheshire County Council, Environmental Planning Service, 1992.

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Effective apology: Mending fences, building bridges, and restoring trust. San Francisco, Calif: Berrett-Koehler Publishers, 2009.

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Farron, Hutchins Donna, ed. Restoring wooden houses. Toronto: Key Porter Books, 1999.

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Michael, Barry. Restoring a Victorian house: A simple guide. Dublin: Frankfort Press, 1988.

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Fairlawn: Restoring the splendor. Black Earth, WI: Trails Custom Pub., 2001.

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United States. National Park Service. Technical Preservation Services Branch, ed. Caring for the past: Preserving, rehabilitating and restoring historic buildings. [Washington, D.C.]: U.S. Dept. of the Interior, National Park Service, National Center for Cultural Resources, Heritage Preservation Services Program, Technical Preservation Services, 2002.

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Book chapters on the topic "BUILDING RESTING"

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Rajasekhar, Kolasani, and Maganti Janardhana. "Effect of Infill Wall Stiffness on Seismic Analysis of High-Rise Building Resting on Sloping Ground." In Lecture Notes in Civil Engineering, 19–33. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0362-3_2.

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Khadiranaikar, R. B., and Arif Masali. "Seismic Performance of Buildings Resting on Sloping Ground." In Advances in Structural Engineering, 803–13. New Delhi: Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_63.

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de Rapper, Gilles. "Photography and Régime d’historicité: Past, Present, and Future in Two Photographic Albums on Communist Albania." In Remitting, Restoring and Building Contemporary Albania, 51–73. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84091-4_3.

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Musaraj, Smoki. "Temporalities of Concrete in the Communist and Postcommunist City." In Remitting, Restoring and Building Contemporary Albania, 105–29. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84091-4_5.

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Musaraj, Smoki, and Nataša Gregorič Bon. "Introduction: Remitting, Restoring, and Building Contemporary Albania." In Remitting, Restoring and Building Contemporary Albania, 1–24. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84091-4_1.

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Gregorič Bon, Nataša. "Kuçedra’s Waterways: Restoring Authority and Building Vitality." In Remitting, Restoring and Building Contemporary Albania, 131–62. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84091-4_6.

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Vullnetari, Julie. "“Can Love Be Transferred”? Tracing Albania’s History of Migration and the Meaning of Remittances." In Remitting, Restoring and Building Contemporary Albania, 163–86. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84091-4_7.

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Bejko, Julian. "The Age of Understanding the Past." In Remitting, Restoring and Building Contemporary Albania, 239–61. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84091-4_10.

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Kalo, Sofia. "Within the Same Frame: Past, Present, and Difference in Contemporary Albanian Art." In Remitting, Restoring and Building Contemporary Albania, 75–103. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84091-4_4.

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Sula-Raxhimi, Enkelejda. "Heterotopias of Displacement: The Production of Space in Postsocialist Albania." In Remitting, Restoring and Building Contemporary Albania, 187–209. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84091-4_8.

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Conference papers on the topic "BUILDING RESTING"

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Rao, A. Krishna, K. L. Prasanna, and D. Rupesh Kumar. "Sesimic analysis of a building resting on sloped ground." In SEVENTH INTERNATIONAL SYMPOSIUM ON NEGATIVE IONS, BEAMS AND SOURCES (NIBS 2020). AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0058010.

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Lee, Byoung Koo, Jeong Man Mo, Tae Ki Jin, and Jae Man Lee. "Free Vibrations of Horizontally Curved Beams Resting on Winkler Type Foundation." In Eighth International Conference on Computing in Civil and Building Engineering (ICCCBE-VIII). Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40513(279)10.

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Narayana, G., H. Sharada Bai, and A. Manish. "Effect of Soil Flexibility on Dynamic Behavior of Building Frames Resting on Strip Foundation." In GeoShanghai International Conference 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41102(375)10.

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AbdelSalam, Sherif S. "Repair of a Tilted Building Resting on a Deep Soft Clay Using Micropiles and Raft." In Geo-Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.414.

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Heidari, Alireza, Vera V. Galishnikova, and Iradj Mahmoudzadeh Kani. "A Protective Structure, Saver During Structural Collapse." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-85447.

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In this paper a new protective structure is presented to save human life, in the case of building collapse, caused by an earthquake, a terrorist attack or other catastrophic events. It is well-known that the number of casualties after major earthquakes during night time far exceeds the corresponding number of those events of similar magnitudes occurring that of the day times. The life-saver device discussed here is a bolted-moment-resisting 3-D steel frame that encapsulates a single or double-bed sleeping area at home. The frame consists of a number of beam-columns of angle cross-section, bolted together by gusset plates and topped with a thin steel plate or a rectangular rebar mesh. The collapse of walls and ceilings of the building on top of this structure will result in large plastic deformations in various sections of the frame, whereby the energy of the falling debris is dissipated. Despite these large deflections, no harm is inflicted upon the people sleeping inside the frame. The physical behavior of this new life-saving device, under real situation of structural collapse, is modeled in the ANSYS LS-DYNA software. Combined nonlinear analysis of the frame is performed under dynamic loads developed. It is assumed that the angle members of the frame are stiffened by welding triangular gusset plates at appropriate intervals along their length, so that they behave in a compact manner without local buckling. The discussion of this phenomenon is the subject of another paper and is not presented here. The behavior of the protective structure shows that the people resting or taking refuge inside, will be safe in the event of the collapse of the building. Austenitic twinning induced plasticity (TWIP) steel which has a good combination of both strength and ductility also has been used for modeling and designing this structure and the results has been compared with ordinary steels. The design is verified for the emergency limit state considering the safety of people inside the protective structure.
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Minoretti, Arianna, Xu Xiang, Inger Lise Johansen, and Mathias Eidem. "Submarine impact on a submerged floating tube bridge." In IABSE Conference, Seoul 2020: Risk Intelligence of Infrastructures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/seoul.2020.198.

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<p>The Norwegian Public Roads Administration have been given the task of building fixed links to replace the ferries along the Coastal Highway Route E39 on the west coast of Norway. One of the concepts that has been looked at is a Submerged Floating Tube Bridge (SFTB), also called Submerged Floating Tunnel (SFT). This is a concept where the roadway is placed in a tube that is fully submerged in water, but is not resting on the seabed like an immersed tunnel. The buoyancy of the tube is therefore critical in carrying the vertical loads in this concept and must be maintained at all times, so not to lose the structure. An unusual extreme load that has to be taken into consideration in this aspect is ship impact from a submarine. This is of particular interest because one of the fjords where the Submerged Floating Tube Bridge has been studied, is the Bjørnafjord, a fjord where the Norwegian Navy have practice ground for their submarines. Impact analysis have been performed between the Submerged Floating Tube Bridge and a submarine of the same size as the Norwegian Navy operates, to find out the potential for damages to the structure, as well as damages to the submarine.</p>
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Avgouleas, Kyriakos, Emmanouil Sarris, and George Gougoulidis. "Practical Aspects of Propulsion Shaft Alignment." In SNAME 7th International Symposium on Ship Operations, Management and Economics. SNAME, 2021. http://dx.doi.org/10.5957/some-2021-012.

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The economical and operational implications of poor alignment are indisputable for the propulsion shafting system of a commercial vessel. This holds true for naval vessels as well, although far less documented in the technical literature. This paper addresses some of the challenges associated with the proper alignment of a high-speed naval craft, which has been in service for many years. Laser bore-sighting was performed on a Guided Missile Fast Patrol Boat resting on a docking cradle. The measured bearing offsets were input to a FEA model of the shafting system to calculate bearing reactions and detect potential misalignment issues. Subsequent decisions regarding corrective measures take into account the results computed by the numerical model, experience from sister ships, the available documentation from the building yard and several other factors which are discussed in the paper. The solutions proposed are targeted towards a balanced trade-off between cost effectiveness and out-of-service time on one hand, and the risk of potential damage from misalignment on the other hand, which would seriously disrupt the ship’s operational availability. Practical aspects and lessons identified in the process are also presented, which demonstrate the distinct differences in alignment strategy of a high-speed naval craft compared to a typical commercial vessel.
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WILMS, TOM, IVANA PRUSINA, FOKKO VAN DER GOOT, FEMKE TONNEIJC, and BREGJE VAN WESENBEECK. "BUILDING WITH NATURE: RESTORING MANGROVE COAST." In 38th IAHR World Congress. The International Association for Hydro-Environment Engineering and Research (IAHR), 2019. http://dx.doi.org/10.3850/38wc092019-1894.

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"Free Vibration and Stability Behavior of Non-Prismatic Clamped-Clamped Beams Resting on Elastic Foundations Using DQM." In International Conference on Green Buildings, Civil and Architecture Engineering. Universal Researchers, 2015. http://dx.doi.org/10.17758/ur.u1215313.

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Yin, Shun, Xinhe Lu, Xiuqing Zeng, Jiyao Wei, Shiyuan Zhang, and Weiwei Yao. "Design Strategies of Bamboo Fiber-based Composites Pavillon under the dual-carbon background." In 14th International Conference on Applied Human Factors and Ergonomics (AHFE 2023). AHFE International, 2023. http://dx.doi.org/10.54941/ahfe1003089.

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The "Pavillon System" is a means of urban renewal, a service facility with integrated functions such as aesthetic education, resting Shelter, outdoor furniture, etc. It is a kind of artistic urban infrastructure. In 2021, The author was invited by Shanghai Urban Public Space Art Season（SUSAS） to design and construct a "cycling pavillon " in the Lingang Future Community Sample Exhibition, as a demonstration project in the new area of Lingang, which aims at the low-carbon system of future living and green city construction. One of the demonstration projects in the new area of Lingang with the goal of a low-carbon system for future lifestyle and green city construction.This design attempts to reduce carbon emissions with bamboo structures from the beginning, and then considers low carbon green construction in the production and processing of materials, transportation of materials and equipment, the construction process and building operation. Bamboo matrix fiber composite is a new material with structural performance equivalent to FRP, higher outdoor weather resistance than preserved wood, and close to the price of preserved wood, which has the value of promotion.In the face of the completed site, the building foundation of the cycling pavillon adopts a minimal approach to the ground pavement to intervene in the site, abandoning the traditional need to pour concrete slabs on site for the foundation and using I-beams as the foundation anchored to the ground, reducing carbon emissions generated during the construction and material production process. This construction method allows the cycling pavillon shaded roof to withstand typhoons in the summer in the port area, and gives it the ability to be rebuilt off-site after demolition, a repeatable feature that extends the life of the structure in a rapidly growing urban area and reduces the carbon footprint of the demolition process.The construction process is highly efficient and can reduce carbon emissions by more than 40% over the life cycle of an assembled building, which is an important technological path to achieve "peak carbon" and "carbon neutrality" in the construction industry. The construction process also has a good dust reduction effect, saving water, electricity and other energy, while achieving the original purpose of building energy saving and environmental protection.The cycling pavillon is built in an assembled manner, enabling rapid construction in 60 hours. Thus, it is combined with the built-up site in a light intervention manner. Material utilization is improved through material optimization and reuse of components. With two types of parking, "interlocking" and "hanging", it can meet the different needs of daily use and professional cycling competition. The design concept of space-time movement stable structure is inspired by the trajectory of the wheels, and the mechanical movement of the bicycle in four-dimensional space-time is fixed in three-dimensional space to form a stable structure.The design of the cycling pavillon starts from the demand of urban public space life, in order to provide a possibility of public communication while solving the demand of small and micro space of public life. Through the distinctive artistic image of the space itself, the balance between artistry and practicality is achieved，More importantly, through the use of high-strength bamboo fiber materials, a low-carbon artful infrastructure construction model is explored
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Reports on the topic "BUILDING RESTING"

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Barquet, Karina, Elin Leander, Jonathan Green, Heidi Tuhkanen, Vincent Omondi Odongo, Michael Boyland, Elizabeth Katja Fiertz, Maria Escobar, Mónica Trujillo, and Philip Osano. Spotlight on social equity, finance and scale: Promises and pitfalls of nature-based solutions. Stockholm Environment Institute, June 2021. http://dx.doi.org/10.51414/sei2021.011.

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Human activity has modified and deteriorated natural ecosystems in ways that reduce resilience and exacerbate environmental and climate problems. Physical measures to protect, manage and restore these ecosystems that also address societal challenges in sustainable ways and bring biodiversity benefits are sometimes referred to as “nature-based solutions” (NBS). For example, reducing deforestation and restoring forests is a major opportunity for climate mitigation, while protecting or restoring coastal habitats can mitigate damage to coastal areas from natural hazard events, in addition to potentially providing co-benefits related to livelihood, recreation, and biodiversity. There is now an impetus to shift towards greater deployment of nature-based solutions. Not only do they offer an alternative to conventional fossil fuel-based or hard infrastructure solutions but, if implemented correctly, they also hold great promise for achieving multiple goals, benefits and synergies. These include climate mitigation and resilience; nature and biodiversity protection; and economic and social gains. 2020 saw an explosion in publications about NBS, which have contributed to filling many of the knowledge gaps that existed around their effectiveness and factors for their success. These publications have also highlighted the knowledge gaps that remain and have revealed a lack of critical reflection on the social and economic sustainability aspects of NBS. Building on these gaps, we decided to launch this mini-series of four briefs to provoke a more nuanced discussion that highlights not only the potential benefits, but also the potential risks and trade-offs of NBS. The purpose is not to downplay the importance of NBS for biodiversity, ecosystems, and coastal mitigation and adaptation, but to ensure that we establish a dialogue about ways to overcome these challenges while leaving no one behind.
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Healthy Oceans Implementation Plan 2022–2024. Asian Development Bank, December 2022. http://dx.doi.org/10.22617/arm220603-2.

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This plan outlines the Asian Development Bank’s enhanced support during 2022–2024 toward conserving and restoring ocean health and resilience and building a stronger blue economy for Asia and the Pacific. The Healthy Oceans Implementation Plan sets out how ADB will scale up its investments and technical assistance in this area to $5 billion from 2019 to 2024.
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