Relevant bibliographies by topics / Gable roof

Contents

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

Academic literature on the topic 'Gable roof'

Author: Grafiati
Published: 4 June 2021
Last updated: 7 February 2022

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Journal articles on the topic "Gable roof"

1

Stathopoulos, Ted, Kai Wang, and Hanqing Wu. "Proposed new Canadian wind provisions for the design of gable roofs." Canadian Journal of Civil Engineering 27, no. 5 (2000): 1059–72. http://dx.doi.org/10.1139/l00-023.

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Wind pressure coefficients for gable roofs of low buildings are strongly dependent on roof angle, particularly for intermediate roof slopes (roof angle 10°-30°). This paper addresses the suitability of wind pressure coefficients specified in the National Building Code of Canada (NBCC) for gable roofs in the intermediate slope range. In a recent research study, a series of low building models with different roof slopes were tested in a boundary layer wind tunnel under simulated open country conditions. This was different from the original study in the 1970s, which produced the current wind provisions on the basis of a model tested only for a single roof slope (4:12) in this intermediate roof slope range. The results of the study suggest that a modification of the wind provisions of NBCC would be warranted to make them more representative of the true local and area-averaged wind loads imposed on gable roofs of intermediate slope.Key words: building, code, design, pressure, roof, standard, wind.
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You, Ki Pyo, Young Moon Kim, Jang Youl You, and Sun Young Paek. "A Study on the Snowdrift Patterns of Gable and Flat Roofs Using a Wind Tunnel." Advanced Materials Research 941-944 (June 2014): 747–50. http://dx.doi.org/10.4028/www.scientific.net/amr.941-944.747.

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Snowdrift patterns exhibit various forms according to the architectural shapes and models. As snowdrift patterns largely influence the snow loads that buildings have to withstand, a number of studies have been conducted. This study examines snowdrift patterns and how the amount of snow comes to rest depends on the shape of a roof (for flat and gable roofs) using a wind tunnel test. An analysis of snowdrift patterns and accumulation coefficients, which are representative of the depth of snow cover, for flat and gable roofs showed that accumulation coefficient decreases in accordance with increases in wind speed. The gable roof exhibited a slightly higher accumulation coefficient than the flat roof.
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Kamanli, M., and F. S. Balik. "The behaviour of roof gable walls under the effect of earthquake load." Natural Hazards and Earth System Sciences 10, no. 2 (2010): 251–63. http://dx.doi.org/10.5194/nhess-10-251-2010.

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Abstract. In this study, the effect of earthquake loads on roof gable walls and the behaviours of these roof gable walls are investigated. In preparation of the study, two experiments on cradle roof system which gets and does not get any loads off the roof members were carried out in all. The experiments were performed on the shaking table in Earthquake Research Department of General Directorate of Disaster Affairs. Through the experiments, some considerable results were obtained on the behaviours of roof gable walls under the effect of horizontal dynamic loads. The results obtained at the end of these examinations are given and discussed. Furthermore, suggestions to make the brick gable walls more reliable against the loads of earthquake are given. When the results of the experiments were generally taken into consideration, it was realized that the gable walls in both roof systems would partly or completely collapse even under the effect of a little horizontal dynamic load.
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Liu, Mengmeng, Qingwen Zhang, Feng Fan, and Shizhao Shen. "Experimental investigation of unbalanced snow loads on isolated gable-roof with or without scuttle." Advances in Structural Engineering 23, no. 9 (2020): 1922–33. http://dx.doi.org/10.1177/1369433220902289.

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Unbalanced snow loads on roofs have been a turbulent and significant problem for the building industry. Gables are one of the most common roof shapes, which are widely adopted as the roof shape for family residences, factories, ware houses, and garages. Series of experiments on an isolated gable-roof with or without scuttles and different roof pitches were done for the purpose of exploring the unbalanced patterns of snow loads. The model buildings made of wood have the same floor space, 2000 × 2000 mm but different roof pitches. A new open air snow–wind combined experimental facility was adopted in the experiments. The facility, which is like an open air wind tunnel with a snowfall simulator, can produce a stable wind field and snowfall environment for a specific duration. Artificial snow was used in the experiments, and particles properties were compared with natural snow previously proposed by the other authors. The experiment results indicated that the unbalanced snow loads were strongly connected with various wind velocities and roof pitches and a scuttle or other salient on the roof would bring an evident influence of patterns of snow distribution on the roofs.
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Kralik, Juraj Jr. "3-D CFD Simulation of the Airflow over a Gable Roof with Different Elevations." Applied Mechanics and Materials 769 (June 2015): 229–34. http://dx.doi.org/10.4028/www.scientific.net/amm.769.229.

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The pressure coefficients on duo-pitched roofs of separated buildings are well described by several standards. Nowadays, there are various commercial or non-commercial programs which can predict the pressure coefficients. However, the most accurate method is to perform a wind tunnel test. The aim of this paper is to simulate the airflow over a gable roof with different elevations under ANSYS Fluent 14.0 program. Examined elevations of the gable roof are 5°, 15° and 30°. Classical two equation k-ε turbulence models based on Reynolds Averaged Navier-Stokes (RANS) equations simulation were performed. Performance of each turbulence model with the increasing angel of the roof was compared.
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Renita, Renita, Tri Harso Karyono, and Djoko Santoso. "THE INFLUENCE OF ROOF COVER MATERIAL ON GABLE MODEL TO CLIMATE PARAMETERS Case Study :Rumah Instan Sederhana Sehat (RISHA), PuslitbangPermukiman, Bandung." International Journal on Livable Space 1, no. 1 (2016): 39. http://dx.doi.org/10.25105/livas.v1i1.4707.

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<p align="left"><strong><em>Abstract</em></strong><strong><em></em></strong></p><p><em>A roof should be able to prevent and reduce the radiation heat. It is more recommended if it gives a good effect in both prevention and reduction of heat. Through this research, the author wanted to know the influence of the roof covering material to gable roof style towards the climate parameters, such as temperature of humidity and heat radiation. Gable roof style is considered as more effective rather than others traditional roof style. The ability of heat reduction and humidity performances of the gable roof was tested by using Asbestos, Roof Tiles, Metal deck, and Green Roof covering material to RumahInstanSederhanaSehat (RISHA) in Centre for Housing Research and Development (PuslitbangPermukiman), Bandung. The variations of ceiling and non-ceiling were applied for knowing the result specifically in terms of the level of humidity and temperature in the room. By using quantitative descriptive method, Metal deck gave the fastest effect towards the temperature reduction, while Roof Tiles gave the best effect by using ceiling, and Green Roof gave the best effect by not using ceiling. Humidity aspect that gave the best effect occurred when using ceiling, either when using ceiling or not. Meanwhile, the lowest humidity happened when using Asbestos and Green Roof material. In the ability to reduce heat radiation, Green Roof had the best ability in reducing the heat or had worst ability in heat radiation, followed by Metal deck. Meanwhile, Asbestos covering material had the best heat radiation ability.</em><em></em></p><p><em>Keywords: Roof Covering Material, Gable Roof </em><em>Model</em><em>, Climate (temperature, humi</em><em>d</em><em>ity, and heat radiation).</em></p>
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Jing, Xiao-kun, and Yuan-qi Li. "Wind Tunnel Tests for Wind Pressure Distribution on Gable Roof Buildings." Scientific World Journal 2013 (2013): 1–11. http://dx.doi.org/10.1155/2013/396936.

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Gable roof buildings are widely used in industrial buildings. Based on wind tunnel tests with rigid models, wind pressure distributions on gable roof buildings with different aspect ratios were measured simultaneously. Some characteristics of the measured wind pressure field on the surfaces of the models were analyzed, including mean wind pressure, fluctuating wind pressure, peak negative wind pressure, and characteristics of proper orthogonal decomposition results of the measured wind pressure field. The results show that extremely high local suctions often occur in the leading edges of longitudinal wall and windward roof, roof corner, and roof ridge which are the severe damaged locations under strong wind. The aspect ratio of building has a certain effect on the mean wind pressure coefficients, and the effect relates to wind attack angle. Compared with experimental results, the region division of roof corner and roof ridge from AIJ2004 is more reasonable than those from CECS102:2002 and MBMA2006.The contributions of the first several eigenvectors to the overall wind pressure distributions become much bigger. The investigation can offer some basic understanding for estimating wind load distribution on gable roof buildings and facilitate wind-resistant design of cladding components and their connections considering wind load path.
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Stathopoulos, Theodore, Kai Wang, and Hanqing Wu. "Wind pressure provisions for gable roofs of intermediate roof slope." Wind and Structures 4, no. 2 (2001): 119–30. http://dx.doi.org/10.12989/was.2001.4.2.119.

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Moey, Lip Kean, Man Fai Kong, Vin Cent Tai, Tze Fong Go, and Nor Mariah Adam. "Effects of roof configuration on natural ventilation for an isolated building." Journal of Mechanical Engineering and Sciences 15, no. 3 (2021): 8379–89. http://dx.doi.org/10.15282/jmes.15.3.2021.15.0659.

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Numerical analyses based on CFD steady RANS were conducted to investigate the effects of roof configuration on wind-induced natural ventilation for an isolated roofed building. Gable roof and saltbox roof building models were tested with 15˚, 25˚, 35˚ and 45˚ roof pitch in present study. The flow field information and flow characteristics were obtained from the contours and plots generated by CFD. In accordance to the increment of roof pitch, the turbulence kinetic energy and mean velocity ratio show vigorous response. The flow separated at the windward corner do not reattach onto the roof, thus induced higher velocity gradient and form a large vortex at the roof ridge. The vortices behind then building caused by the flow separation at the roof ridge extend along the mixing layer and spread up to the roof. The pressure differences mainly rely on the roof shapes. Greater pressure differences between the upstream, interior and downstream was observed in saltbox roof cases. This is due to the extended roof height which boosted the impinging effect caused by the incoming wind. Generally, the saltbox roof configuration exhibit better performance than gable roof in terms of the measured parameters.
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Huang, Peng, Ling Tao, Ming Gu, and Yong Quan. "Wind Effects of Architectural Details on Gable-Roofed Low-Rise Buildings in Southeastern Coast of China." Advances in Structural Engineering 17, no. 11 (2014): 1551–65. http://dx.doi.org/10.1260/1369-4332.17.11.1551.

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Gable-roofed low-rise buildings with ridges, protruding gable walls and eaves gutters are usually found on the southeastern coast of China, which are often invaded by typhoons. The wind effects due to ridges, protruding gable walls and eaves gutters on low-rise buildings as well as the wind loads on the architectural details themselves have been studied through a series of wind tunnel tests. The mean block pressure coefficient and the negative peak block pressure coefficient on different roof regions were compared, and architectural details' single tap pressure coefficients and drag coefficients were investigated. The study shows that each of the architectural details reduces roof wind load impact to various extents, and their coexistence has a most significant effect on decreasing roof wind loads, up to the reduction of 56% on the ‘Ru’ windward region for the mean block pressure coefficient, and 47% and 45% on the ‘C1’ and ‘C2’ corner regions for the worst negative peak block pressure coefficient, respectively. The worst negative peak pressure at the interior surface of the architectural details occurs when the wind blows obliquely on the exterior surface of the architectural details. This condition leads to very large peak net pressure coefficients. The worst net pressure coefficients of the protruding gable wall, ridge and eaves gutter are about 18.0, 10.5 and 6.7, respectively. Finally, the drag coefficients on the architectural details were also examined, and the results are suitable for engineering application.
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Dissertations / Theses on the topic "Gable roof"

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Yakoub, Haisam. "Wind –induced Pressure Quantification on Gable Roof Flush-Mounted Solar Panels Systems." Thesis, Université d'Ottawa / University of Ottawa, 2019. http://hdl.handle.net/10393/38903.

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Abstract Photovoltaic (PV) solar panels are solar energy collection systems with increasing terrestrial and roof applications reported worldwide. If the terrestrial mounting does not require specific wind resistance verifications, installing them on top of flat and gable roofs implies a drastic change of the roofing systems geometry, thus a re-evaluation of the wind-induced pressure is necessary. Among the roof top applications, provisions exist for the flat roofs mounted solar panels, however, design recommendations for wind-induced loadings on PV solar panels arrays flush-mounted on gable roofs are not fully developed in current wind loading standards (SEAOC PV2-2012) and building codes (ASCE 07, NBCC 2015), in spite of the numerous applications on residential and agricultural buildings, primarily due to the limited research investigating this topic. The current dissertation employs CFD k-ɛ and LE (Large Eddy) simulations for analyzing the effects of wind acting on solar panels flush-mounted on gable roofs, considering the influence of several parameters such as: the slope of the gable roof, the wind directions, the spaces between the adjacent solar panel arrays and the clearance between the roof surface and the solar panels. A comprehensive database of solar panels with different installation parameters subjected to wind speeds were developed under the current research project. The database includes detailed distribution of wind-induced pressure coefficients for the three parallel surfaces constituting the roof-solar panels systems: the top and bottom surfaces of the panels, and the roof surface under the panels, which represents a novel approach in investigating and clarifying the wind effects on solar panels. This approach also provides in detail the variation of the pressure coefficients on the three surfaces, due to the change of installation conditions (roof slope, arrays spacing, roof clearance) and wind parameters (wind speed and wind direction). As an original contribution to the existing knowledge, this thesis found that the installation of solar arrays on gable roofs, redistributes the wind-induced pressure on both sides of the roof windward and leeward, resulting in total horizontal wind-induced pressures on the entire roof lower than that registered on the corresponding roof without solar panels. In addition, dominant resultant pressure coefficients on solar panels concluded to be lower than for the roof without panels. When the roof clearance increases, total average pressure coefficients on the roof supporting the panels decreases on both, windward and leeward sides of the roof. Moreover, when the roof clearance increases, the pressures in the cavity decrease significantly on both windward and leeward sides of the roof, which could impact the requirements for installing and fixing such panels on gable roofs. For example, for 10” clearance the flush-mounted solar panels were subject to pressure instead of suction. Similarly, when panel array spacing increases, the magnitude of the net mean pressure coefficients on the roof surface under the solar panels further decreases for all wind directions investigated.
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Kulenda, Jan. "Vinařství." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372081.

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The diploma thesis subject is the proposal of the winery with a focus on the production of quality wine with the attribute and with a capacity of 30 000 bottles per year. The winery provides the possibility of accommodation in 6 units with a total capacity of 14 people with extension for meals. The viticulture is situated in the outskirts of Popice. The winery consists of three first floor detached buildings of a broken elongated shape, SO 01, SO 02 and SO 03, the first one is partially sub-basement. The SO 01 has wine production character in the cellar, the first floor provides background for employees, creates administrative spaces and offers catering for the public. Objects SO 02 and SO 03 serve to accommodate guests, the first one taking into account barrier-free use. Construction system is brick wall, in first floor of ceramic blocks and the cellar from blocks of lost formwork filled with concrete. The façade consists of an ETICS thermal insulation composite system and a ventilated façade. Cellar ceiling structures are solved with monolithic reinforced concrete slabs. The objects are roofed with gable and shad roofs with titan-zinc roof covering and bearing structure made of glued lamellar wood trusses.
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Havlová, Jana. "Mateřská škola v Bratčicích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410000.

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This diploma thesis solves the processing of project documentation for the construction of the kindergarten in Bratčice. The building is designed as a two-storey with partial basement in almost flat terrain. Entrance to the building is from the west side with access to the garden. The entire operation consists of 3 classes, a lounge, an operating section and a read for teachers.
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Nedůchalová, Ludmila. "Novostavba penzionu s vinárnou v Šardicích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227707.

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This Diploma Thesis solves design of the pension with wine bar. The building is located on the edge of the of village Šardice. It is a single storey basement building with attic that is roofed by a gable roof with dormers. Floor plan of the building is rectangular with the entrance facing northeast. There is a restaurant with facilities on the first floor and guest rooms where two of them are designed as wheel chair accessible. On the second floor there are only guest rooms. The construction of the building is structural masonry system. Bearing vertical structures are made of permanent formwork in the ground floor, for external walls are used aerated concrete blocks and for the inner bearing masonry are used lime sand-lime blocks. Horizontal bearing structures consists of prestressed hollow core slab, bearing structure of the roof consists of purlin roof.
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Chmiel, Tomáš. "Novostavba horského penzionu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225803.

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The objective of this master´s thesis is a working out of project documentation of building "New build of chalet" containing all the requirements according to currently valid orders and standards. The project deals with a construction of a four storey chalet with 17 rooms for guests and restaurant. The object is situated in Dolní Lomná on a sloping terrain. Structural system is monolith skelet with gabled roof. The project documentation includes drawing, texting and calculation part.
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Bureš, Miloš. "Obnova Alfredovy chaty v Jeseníkách." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371893.

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This diploma thesis describes the design of hut with accomodation and restaurant. The hut is situated in Jeseníky mountains. The house is designed as detached house made of clay blocks, with timber roof truss and gable roof. The building has three floors, first one is particulary embedded under the terrain. On the ground floor there is garage, technical and storage rooms. Restaurant with kitchen, toilets,rooms for employees, reception and barrier-free guest room is located on the first floor. On the second floor there are guest and employee rooms.
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Elbl, Jiří. "Horská chata na Kralickém Sněžníku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227765.

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The master’s thesis topic is a project of a low-energy cottage. The cottage is situated in Kralický Sněžník near Jeseník and it is designed for forty customers. The house is designed as a detached house with two floors and with one basement and with a gable roof. A substructure is from a system blockpanel of a concrete and a heat insulations. The structural system of a superstructure is designed from a timber frame and a heat insulations. The indoor shell is formed from a plasterboard. The house shell is covered by heat insulations. The main entrance is located to the south. It leads to a hall with a reception. On the ground floor we can find a restaurant which is situated in the left part of the cottage. On the ground floor we can also find a room for disabled people and in the north-eastern corner are situated WC for people. The first floor is reachable via stairs from the entry hall. Upstairs there are seven rooms and four bathrooms with toilets. Two rooms of them have a ensuite bathroom. All of the rooms are enterable from the hall. Five of them have a window to the south side and other two rooms have a window to the north side. In the basement there is an utility room a boiler room a laundry a workshop and stocks.
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Plodík, Lukáš. "Novostavba domova pro seniory." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226676.

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The subject of the diploma thesis is a new-built home for the seniors in the village Lavicky. The building is designed on flat terrain. The main entrance is oriented to the west. It is a building with one basement and three floors. The building is designed of reinforced concrete frame with masonry infill from Heluz. Basement wall is made of reinforced concrete. The building is covered from one part of a gable roof and the second part of the flat roof that serves as a terrace. House is designed for desabled persons.
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Michalík, Ondřej. "Hotelový komplex v golfovém areálu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225760.

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Project of a hotel complex in a golf area. There are projected three detached buildings placed in surroundings of golf course. The main building, where a restaurant and a conference hall are placed, has a single storey and green roof. The buildings with guest rooms are designed as single-storey buildings with gable roof. Each room has its own entrance from outside. The buildings are designed from Porotherm system and insulated with certified insulation system.
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Kolegar, Benjamin. "MUSTANG - Stáje a penzionem." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265640.

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The subject of diploma thesis is project of detached object that serves as stables and guesthouse lacated in Bošovice. The building is partly two-storey without basement and one-storey part serves as stables. The designed material for loadbearing and non-loadbearing constructions is structural insulated panels. The residential part of the building is covered by gable roof and the stables are covered by flat roof
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Books on the topic "Gable roof"

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Mecklenburg-Vorpommern (Germany). Landesamt für Kultur und Denkmalpflege, ed. Mittelalterliche Kirchen zwischen Trave und Peene: Studien zur Entwicklung einer norddeutschen Architekturlandschaft. Lukas Verlag, 2014.

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Leasure, Kurt Galbreath. An analysis of the architectural character and social status of one-room deep, two story, gable roof houses of the Delaware Valley. 1999.

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Leasure, Kurt Galbreath. An analysis of the architectural character and social status of one-room deep, two story, gable roof houses of the Delaware Valley. 1999.

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Learning, Thomson Delmar. M50.3 GABEL & SHED ROOFS VIDEO. Delmar Learning, 1999.

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Sayle, Timothy, Jeffrey A. Engel, Hal Brands, and William Inboden, eds. The Last Card. Cornell University Press, 2019. http://dx.doi.org/10.7591/cornell/9781501715181.001.0001.

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This book is the real story of how George W. Bush came to double-down on Iraq in the highest stakes gamble of his entire presidency. It offers an unprecedented look into the process by which Bush overruled much of the military leadership and many of his trusted advisors to authorize the deployment of roughly 30,000 additional troops to the warzone in a bid to save Iraq from collapse in 2007. The adoption of a new counterinsurgency strategy and surge of new troops into Iraq altered the American posture in the Middle East for a decade to come. The book provides access to the deliberations among the decision-makers on Bush's national security team as they embarked on that course. In their own words, George W. Bush, Dick Cheney, Stephen Hadley, Condoleezza Rice, Joshua Bolten, Robert Gates, and others, recount the debates and disputes that informed the process as Bush weighed the historical lessons of Vietnam against the perceived strategic imperatives in the Middle East. For a president who had earlier vowed never to dictate military strategy to generals, the deliberations in the Oval Office and Situation Room in 2006 constituted a trying and fateful moment. Bush risked losing public esteem and courted political ruin by refusing to disengage from the costly war in Iraq. The book is a portrait of leadership in the Bush White House. The personal perspectives are complemented by critical assessments. Taken together, they are a first draft of the history of the surge and new chapter in the history of the American presidency.
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Daniel, Chouinard, Rubio Mary 1939-, Waterston Elizabeth 1922-, et al., eds. Subverting the trite Feminine convention and female identity The moral of the rose Alice of New Moon A feminist Anne: L.M. Montgomery's "room of her own" : the persistent challenge of Anne of Green Gables : L.M. Montgomery's Emily : the influence of Lewis Carroll on L.M. Montgomery's Emily Bird Starr : a life and its mirrors [review]. 1992.

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Book chapters on the topic "Gable roof"

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Brandou, Vincent, and Caroline Baillard. "Gable Roof Detection in Terrestrial Images." In Photogrammetric Image Analysis. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-24393-6_9.

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Wang, Qiongchen, Zhiguo Jiang, Junli Yang, Danpei Zhao, and Zhenwei Shi. "Gable Roof Description by Self-Avoiding Polygon." In Computer Vision – ACCV 2009. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-12297-2_16.

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Uhl, Anna, Sebastian Braun, and Eike Stumpf. "Experimental and Numerical Investigation of the Interaction of Wake Vortices with a Gable Roof." In Notes on Numerical Fluid Mechanics and Multidisciplinary Design. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-25253-3_43.

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Hazelhoff, Lykele, and Peter H. N. de With. "Robust Model-Based Detection of Gable Roofs in Very-High-Resolution Aerial Images." In Computer Analysis of Images and Patterns. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-23672-3_72.

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Schwintzer, Christa R. "Effect of spring flooding on endophyte differentiation, nitrogenase activity, root growth and shoot growth in Myrica gale." In Frankia and Actinorhizal Plants. Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-5147-1_10.

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"Open Building with Gable Roof." In Wind Loads. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412756.ch10.

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"L-Shaped House with Gable/Hip Roof." In Wind Loads. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412756.ch08.

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QUAN, Y., Y. TAMURA, M. MATSUI, and A. YOSHIDA. "Mean wind pressure coefficients on gable roof of low-rise buildings." In Fourth International Conference on Advances in Steel Structures. Elsevier, 2005. http://dx.doi.org/10.1016/b978-008044637-0/50255-9.

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Eliot, George. "Chapter XII: Mr and Mrs Glegg at Home." In The Mill on the Floss. Oxford University Press, 2015. http://dx.doi.org/10.1093/owc/9780198707530.003.0014.

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In Order to see Mr and Mrs Glegg at home, we must enter the town of St Ogg’s—that venerable town with the red-fluted roofs and the broad warehouse gables, where the black ships unlade themselves of their burthens from the far north, and carry...
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Quan, Y., Y. Tamura, and M. Matsui. "EFFECTS OF GEOMETRIC PARAMETERS ON MEAN WIND PRESSURE ON GABLE ROOFS OF LOW-RISE BUILDINGS." In Volume 3 Number 1. The Hong Kong Institute of Steel Construction, 2007. http://dx.doi.org/10.18057/ijasc.2007.3.1.1.

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Conference papers on the topic "Gable roof"

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Bast, William D., and Ken R. Maschke. "Bolt Failure at Gable Roof of 42-Story Building." In Fourth Forensic Engineering Congress. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40853(217)40.

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2

Tekić, Žikica, Ljiljana Kozarić, and Martina Vojnić Purčar. "TIMBER FRAME TRUSS CONSTRUCTIONS IN THE LKV SYSTEM." In GEO-EXPO 2020. DRUŠTVO ZA GEOTEHNIKU U BOSNI I HERCEGOVINI, 2020. http://dx.doi.org/10.35123/geo-expo_2020_8.

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The paper presents timber frame truss constructions in the LKV system and their application in the one hipped end gable roofs. Special attention is paid to the design of the side sector of the roof, as a function of the static height of the girder and the size of the associated load. The basic principles of functional organization of characteristic roof sectors are given, which is important for defining the geometry of all girders that form a timber structure. Unification of prefabricated elements is important for the production and economy of the timber structure. As part of the timber structure, the position and geometry of the bracings are also given, as constituent elements of the roof structure.
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Hazelhoff, Lykele, and Peter H. N. de With. "Localization of buildings with a gable roof in very high-resolution aerial images." In IS&T/SPIE Electronic Imaging, edited by Amir Said, Onur G. Guleryuz, and Robert L. Stevenson. SPIE, 2011. http://dx.doi.org/10.1117/12.873748.

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4

Feng, Di, Xi Chen, and Weidong Chen. "An alternate iteration and matching technique for parameter estimation of gable-roof buildings from high-resolution SAR images." In 2015 IEEE 5th Asia-Pacific Conference on Synthetic Aperture Radar (APSAR). IEEE, 2015. http://dx.doi.org/10.1109/apsar.2015.7306211.

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5

Otsubo, Kazuhiro, Takashi Takeuchi, and Junji Maeda. "Acting Effect of Roof Pitch of a Gable Structure on Wind Force Under a Short-Rise-Time Gust." In Eighth Asia-Pacific Conference on Wind Engineering. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-8012-8_189.

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6

Takeuchi, Takashi, Junji Maeda, and Kazuhiro Otsubo. "Numerical and Experimental Investigations on Unsteady Wind Pressure on a Gable Roof Body Under a Short-Rise-Time Gust." In Eighth Asia-Pacific Conference on Wind Engineering. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-8012-8_135.

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7

Shanmugam, Ragavanantham, Umayakumar Vellaisamy, Karthikeyan Balasubramaniam, and Sathishkumar Mani. "Design and Development of a Low-Cost Roof Top Solar Ventilator." In ASME 2018 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/imece2018-86997.

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In hot summer, the sun rays strike the roof surface and heat up the enclosed attic. Passive vents (Soffit or Gable) allow some circulation of fresh air. Presently, in India, passive Whirlybird is predominantly used for ventilation purposes, which spins and sucks up the warm air and forces it out upwards through the vent on the roof. Since it depends mainly on the natural wind velocity, it’s efficiency to cost ratio is very low. Also, the accumulation of dust particles has a deleterious effect on the performance and life of the unit. Hence, in this work, a roof top solar ventilator has been designed and developed at low cost to address the above-mentioned problems. This unit has a high-performance brushless DC motor, an adjustable solar panel to achieve optimal solar exposure and it blends seamlessly into roof. The solar panel powers the fan through the motor, thereby increasing the air circulation through the vent. This increased air circulation provides the required pressure to force the hot air out from the attic. During hot summer, the difference in temperature between the floor and the ceiling can reach 10–15 °C, leading to a constant heat pile up in the attic and this system can limit the temperature of the attic to 40°C. In winter season, moist air present inside the house warms up, rises and collides with the cold air entering through the roof. This provides a mixed circulation that prevents the cold air from entering the roof and also reduces freezing of snow on the roof surface. Further, it keeps the inside space cooler and drier. Since this ventilator operates on renewable energy source, it is a simple and feasible solution that is environmentally friendly at low-cost. This provides healthy, energy efficient homes and work spaces as it reduces the usage of air conditions and heaters. A comparative study on the performance, life and cost of both the existing and the newly developed ventilators has been made and the same is reported.
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8

He, Kai, Linsheng Huo, and Gang Li. "Research on Influence of Innovative Wind-Resistant Energy Dissipation Devices on Wind Pressures of Low-Rise Gable Roof Buildings Based on Wind Tunnel Test." In 4th Annual International Conference on Material Engineering and Application (ICMEA 2017). Atlantis Press, 2018. http://dx.doi.org/10.2991/icmea-17.2018.62.

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9

Athiban, P., S. Dickson John, S. Selvi Rajan, and K. P. Jaya. "POD Analysis on a Gabled Roof Low Rise Building Subjected to Wind Loading." In Eighth Asia-Pacific Conference on Wind Engineering. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-8012-8_307.

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10

Wang, Yinkun, Linsheng Hou, and Gang Li. "Numerical Simulation on the Mean Wind Pressure Distribution on Roofs of Low-rise Gable-Roofed Buildings." In 4th International Conference on Renewable Energy and Environmental Technology (ICREET 2016). Atlantis Press, 2017. http://dx.doi.org/10.2991/icreet-16.2017.96.

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