Relevant bibliographies by topics / Purlin system of roof truss

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Academic literature on the topic 'Purlin system of roof truss'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "Purlin system of roof truss"

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Wang, Xiao Ping, Li Yu, and Bo Lu. "Roof Structural Program of Main Plant for GuanDi Hydropower Station." Applied Mechanics and Materials 105-107 (September 2011): 2080–85. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.2080.

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Concrete beam and slab system is commonly applied in the main plant roof of hydropower station, which is difficult for construction and slow, having a great impact on the construction period. For the main plant roof structure (span of 30 metres)of GuanDi hydropower station in Yalong River, this paper proposes three light steel roof systems, which are arched corrugated steel roof, light gauge-steel and shell roof, and carries detailed analyses and comparisons on the force calculation, appearance, the amount of steel, site construction, anticorrosive performance and other aspects. Regarded that
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Brzezińska, Karolina, and Andrzej Szychowski. "The influence of rotational flexibility of beam-column connection on roof plane rigidity of energy-active cover of frame-purlin hall." Budownictwo i Architektura 12, no. 2 (2013): 197–204. http://dx.doi.org/10.35784/bud-arch.2130.

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The paper analyses the influence of the rotational flexibility of beam-column connection on the roof plane rigidity of the longitudinally braced frame-purlin cover of the solid wall hall. The cover is adapted to obtain thermal energy from solar radiation. The roof cover is then provided in the form of a transparent glass barrier which requires considerable roof plane rigidity. The analysis aimed to compare the roof plane rigidity of the frame-purlin cover to those of space structures and truss-purlin covers, depending on the type of longitudinal bracing and rotational rigidity of the beam-colu
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Liu, Ming, Liang Li, Xin Hai Fan, Xi Mei Zai, and Yuan Qing Wang. "Reinforcement and Replacement Technology on Members and Roof Purlin of a Space Grid Structure after Snowstorm Disaster." Advanced Materials Research 671-674 (March 2013): 750–53. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.750.

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The snow load of a space truss structure subjecting is unevenly distributed after snowstorm disaster, which caused uneven forcing and local damage of the members and roof purlin of the original space truss. The damaged members and roof purlins were strengthened and replaced in loaded condition in order to guarantee the space grid structural safety. The results during the construction process have shown that the presented strengthening plan is successful, which can provide us a good reference of the similar projection.
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Crook, John. "VI. The Pilgrims' Hall, Winchester. Hammerbeams, Base Crucks and Aisle-Derivative Roof Structures." Archaeologia 109 (1991): 129–59. http://dx.doi.org/10.1017/s0261340900014065.

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The roof of the so called ‘Pilgrims’ Hall’, Winchester, now dated to c. 1308, has long been recognized as one of the earliest surviving examples of hammerbeam construction. It is somewhat surprising, therefore, that the complete medieval structure, of which the Pilgrims’ Hall forms rather less than half, has not previously been investigated in detail. In its original form it was a six bay building covered by a single roof, which, though of one constructional phase, employed a variety of principal truss types (fig. 1). The three bays at the north end of the complex have masonry walls: they comp
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Kupchenko, Y. V., P. M. Singayevsky, O. V. Lesechko, and P. V. Konstantinov. "INCREASING THE EFFICIENCY OF THE ROOF PURLIN SYSTEM." Modern structures of metal and wood, no. 25 (August 2021): 65–71. http://dx.doi.org/10.31650/2707-3068-2021-25-65-71.

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In the article, the authors consider one of the ways to solve the problem of reducing metal consumption and increasing the efficiency of metal structures by choosing an effective static scheme. The choice of the appropriate scheme is carried out for the most common elements of metal structures - beams, which also include roof purlins. To cover the industrial building of the seaport, discontinuous and continuous stringer systems are being developed and their efficiency is analyzed in terms of metal consumption and labor intensity.
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Mohammad, Shahrin, M. Md Tahir, Cher Siang Tan, and Poi Ngian Shek. "Experimental Investigation on Wide-Span Cold-Formed Steel Roof Truss System." Applied Mechanics and Materials 166-169 (May 2012): 1304–7. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1304.

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The needs of environmental conservation and speed development in construction industry today have forced the search for better technologies in structural roof truss construction. Cold-formed section is a better choice for roof truss system in sustainable design with several advantages e.g. reduce cutting down of trees, speedy in construction, stronger, lighter and flexible in erection. However the stability issues occurred when wide-span roof truss is implemented with thin-walled cold-formed steel member. A full scale testing for a 25 meter wide-span roof truss system was carried out at Univer
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Vatansever, Cüneyt. "Investigation of buckled truss bars of a space truss roof system." Engineering Failure Analysis 106 (December 2019): 104156. http://dx.doi.org/10.1016/j.engfailanal.2019.104156.

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Samir, Peter, and George Morcous. "Precast Prestressed Concrete Truss-Girder for Roof Applications." Journal of Structures 2014 (December 14, 2014): 1–13. http://dx.doi.org/10.1155/2014/524156.

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Steel trusses are the most popular system for supporting long-span roofs in commercial buildings, such as warehouses and aircraft hangars. There are several advantages of steel trusses, such as lightweight, ease of handling and erection, and geometric flexibility. However, they have some drawbacks, such as high material and maintenance cost, and low fire resistance. In this paper, a precast concrete truss is proposed as an alternative to steel trusses for spans up to 48 m (160 ft) without intermediate supports. The proposed design is easy to produce and has lower construction and maintenance c
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Liu, Yan, Ping Sheng, and Wei Zhen. "Design and Construction on the Roof Systems of Guangzhou South Railway Station." Advanced Materials Research 163-167 (December 2010): 496–500. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.496.

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The roof structures of Guangzhou South Railway Station are long-span spatial steel structures, The form and structure system are complicated. Prestress cable-arch structure, cable-shell structure and tri-directional truss-string spatial structure are applied. It recommend the construction and design process of roof structure, and also give an analysis of roof structure's working principle on prestress cable-arch structure , cable-shell structure, and the tri-directional truss-string structures. The results show that working stability of the roof structures is good.
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Yin, Ling Feng, Long Tan, Gan Tang, Min Zhang, and Zhao Xin Zheng. "Structure Composition and Mechanical Principle of Assembled Self-Supported Warehouse." Advanced Materials Research 838-841 (November 2013): 574–78. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.574.

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This paper describes the structure composition and characteristic of assembled self-supported warehouse. And its mechanical principle is introduced and compared with both the assembled pallet rack and the building structure. The assembled self-supported warehouse combines the two structure systems effect. The longitudinal horizontal load is transferred to foundation by means of roof truss and multi-pan portal rigid frame and the lateral horizontal load is transferred by means of spine bracing system and semi-rigid frame. Load on roof and goods load are transferred separately from roof truss an
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Dissertations / Theses on the topic "Purlin system of roof truss"

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Očadlík, Martin. "Výstavní pavilon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265243.

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The aim of the final thesis was to design and check the steel loadbearing structure of the exhibition pavilon. The basis for the structural design was a specified building layout. The assessment of the structure was made according to valid czech and european standards, including the system of "Eurocodes". Construction is situated in Zlin. The rectangular plan of the building is 45,0 m wide and 48,0 m long. The peripheral field of the roof is flat, while the central field is designed as a barrel roof. Main truss was designed with 6,0 m centre to centre distance. Structural design of the main lo
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Baculak, Ladislav. "Zastřešení nádvoří administrativních budov." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409847.

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Diploma thesis describes the design and assessment of the roof structure that covers the courtyard of office buildings. Structure has a regular floor plan and roof height is 15,0 m. The material if the structure is steel S355, bolts 8.8., steel of the pins is S355. Construction is located in Brno. Two options were produced and designed, evaluated according to the latest standards.
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Zhao, Congxiao. "Investigations on structural interaction of cold-formed steel roof purlin-sheet system." Thesis, University of Birmingham, 2014. http://etheses.bham.ac.uk//id/eprint/5199/.

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When used as secondary roof purlins, cold-formed steel (CFS) sections are often attached to trapezoidal sheets through self-drilling screws to form a complete roofing system. The load application points are often eccentric to the shear centre, and thus inevitably generate a torsional moment that will induce twisting and/or warping deformations in addition to bending deflection. The connections between purlin and roof sheeting provide a restraining effect on purlin members by preventing such lateral and twisting movements, and hence have a beneficial effect on the load-carrying capacity. In thi
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Skala, Zdeněk. "Horský hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226182.

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The building will be situated by the village Slupečná near the Lipno dam and located on the land that slopes to the south. It’s designed as a separately standing, four-storey. The technology of implementation is a brick. The construction system is designed as a longitudinal wall system stiffened in the transverse direction inner supporting walls. The concrete breeze blocks from the company BS Klatovy are used as main building material. Basic constructions are designed as planar and out of plain concrete and reinforced concrete. Stiff reinforced concrete prefabricated and prefamonolitic ceiling
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Zálešák, Roman. "Rodinné vinařství VILARO, Velké Bílovice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265592.

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This thesis describes the design of a project Family Winery VILARO in Velké Bílovice. It consists of two objects. The first is a guesthouse with a restaurant and the second is a production building with a tasting room. The guesthouse is submitted in the stage of building design. Production facility, a winery, is discussed further as the implementation project. The winery is located in a slightly sloped terrain. It has one partially cellared ground floor. The roof is atypical, one part is sloped triple-coated shed roof, second part is flat with stabilizing layer. The support systém mainly consi
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Balázs, Ivan. "Nosná konstrukce objektu kulturního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225529.

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The aim of the master´s thesis is to design a load bearing steel structure of a community centre in accordance with architectural requirements. The structure consists of a main aisle and two extensions beside. The length of the structure is 62 m, the width 42 m and maximum height 15 m. The main load bearing elements of the structure are transversal restrained columns and truss roof beams. The roof beam for the main aisle is made up of tubes and arched. The lower and upper beams of roof beams for the extensions are straight. The distance between the main columns in 12 m. The purlins for the mai
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Růžička, Tomáš. "Přepočet a variantní návrh ocelové konstrukce zastřešení zimního stadionu v Jihlavě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265352.

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Object of this master thesis is the static verification and variant desing of roof structure of winter sport stadium in Jihlava city. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins. Axial distances of main girders are 12m. Concrete columns are a support to main girders. The variant desing of roof uses truss girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure have been evaluated according to actual normative rules. The
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Morris, Justin Collins. "Analysis of Anchors and Bracing Configurations for Personal Fall Arrest Systems in Residential Construction." Thesis, Virginia Tech, 2013. http://hdl.handle.net/10919/23251.

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Falls continue to be a major problem in the residential construction industry and account for a large number of injuries and fatalities each year (US Department of Labor, 2012).  The effects of a fall are catastrophic to the workers and their families as well as the construction company and surrounding community.  Prevention of these incidents has been the primary focus of organizations such as the Occupational Safety and Health Administration (OSHA).  To reduce the number of falls on residential construction sites, OSHA has put forth several standards that require the use of fall protection.
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Mošaťová, Kristína. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265501.

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This Diploma thesis deals with the solution of project documentation for the new Suzuki car showroom building. The proposed object is situated in region of Nitra in Topolcany district, located in suburb part of Topolcany town. The car showroom is designed as a building consisting from the car shop - showroom and the services for Suzuki automobiles. The car shop - showroom is designed as the operation for car sales and the administration part on the second floor. This part of the building is covered with warm flat roof. The second part of the object - Car service is a one-floor building covered
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Novotný, Jakub. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226562.

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Thesis Theme is a newly built hotel in Horni Mala Upa. The building is divided into hotel operations and restaurants. The building is surrounded by gently sloping terrain. The building has three floors. The building is designed from Porotherm and ceiling of reinforced concrete structures prestressed hollow core slabs Spiroll. Construction of pitched roof trusses formed with an inclination of 20 degrees.
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Books on the topic "Purlin system of roof truss"

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Dung, Da-Ren. A practical method to analyze the system effects of a metal-plate-connected wood truss assembly. 1999.

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Book chapters on the topic "Purlin system of roof truss"

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Schäfer, J. "Late 18th-century innovation: The first Mediterranean purlin roof truss in German-speaking Switzerland at Embrach ZH." In History of Construction Cultures. CRC Press, 2021. http://dx.doi.org/10.1201/9781003173359-29.

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"Serviceability behaviour of a 3-dimensional roof truss system." In Abnormal Loading on Structures. CRC Press, 2000. http://dx.doi.org/10.1201/9781482272260-40.

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"Strengthening, repair and monitoring Shaking table tests of a timber roof truss model equipped with a post-tensioning SMA-based tie-rod system." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2012. http://dx.doi.org/10.1201/b11396-163.

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Conference papers on the topic "Purlin system of roof truss"

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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 struct
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Herraiz, Borja, Henar Martin-Sanz, and Nadja Wolfisberg. "Restoration of a historic reinforced concrete structure with Ultra-High Performance Fiber Reinforced Concrete." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2500.

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<p>The historic building "Du Pont" in Zurich, Switzerland, was constructed between 1912 and 1913 by the Swiss architects Haller & Schindler and it is listed as a cultural heritage object, including not only the Art Deco façade, but also the ground-breaking structure of reinforced concrete. The building includes several structural particularities, such as the slender, reinforced concrete, one-way ribbed slabs, a reinforced concrete truss structure in the roof hanging four floors and three transfer beams on the ground floor diverting the loads from the seven upper floors. This pape
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Reports on the topic "Purlin system of roof truss"

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Clausen, Jay, D. Moore, L. Cain, and K. Malinowski. VI preferential pathways : rule or exception. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41305.

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Trichloroethylene (TCE) releases from leaks and spills next to a large government building occurred over several decades with the most recent event occurring 20 years ago. In response to a perceived conventional vapor intrusion (VI) issue a sub-slab depressurization system (SSDS) was installed 6 years ago. The SSDS is operating within design limits and has achieved building TCE vapor concentration reductions. However, subsequent periodic TCE vapor spikes based on daily HAPSITE™ measurements indicate additional source(s). Two rounds of smoke tests conducted in 2017 and 2018 involved introductio
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