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Literatura académica sobre el tema "Cladding panels"

Autor: Grafiati

Publicado: 10 de marzo de 2023

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Artículos de revistas sobre el tema "Cladding panels"

1

Kim, Amy A., Dorothy A. Reed, Youngjun Choe, Shuoqi Wang y Carolina Recart. "New Building Cladding System Using Independent Tilted BIPV Panels with Battery Storage Capability". Sustainability 11, n.º 20 (9 de octubre de 2019): 5546. http://dx.doi.org/10.3390/su11205546.

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In order to meet renewable energy goals in the near future, the deployment of photovoltaic (PV) panels on buildings will dramatically increase. The objective of this paper is to introduce an improved design for PV cladding systems that will greatly contribute to meeting these renewable energy goals. Typically, building-integrated photovoltaic (BIPV) panels are vertically oriented as cladding and they are not coupled with individual storage batteries. The proposed cladding couples a tilted BIPV panel with one or more storage batteries at each building placement. Thus, the tilted BIPV plus battery system is independent of other power generation in the building and it is referred to as a “building perma-power link” (BPPL) cladding element. Each cladding panel is designed as a stand-alone system, which will be useful for installation, operation, and maintenance. The hyper-redundancy of multiple BPPL cladding panels for a typical building significantly enhances its overall energy resiliency. In order to foster manufacturing ease, each individual cladding unit has been designed at tilts of 45° and 60°. An example of a mid-rise building in Seattle, Washington is provided. The degree of building energy resiliency provided through multiple BPPLs is examined.

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2

H. Maneetes y A. M. Memari. "Finite Element Modeling of Reinforced Concrete Cladding Panels H." Electronic Journal of Structural Engineering 9 (1 de junio de 2009): 62–72. http://dx.doi.org/10.56748/ejse.9118.

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Architectural precast concrete cladding systems are considered non-load bearing wall systems and are designed primarily to transfer their self-weight and out-of-plane lateral loads to the supporting building structure. They are typically not designed for significant structural in-plane forces resulting from cladding-structure interaction. In fact, modern earthquake-resistant design requires that these cladding panels be isolated from the lateral force-resisting system. Finite element technique was employed to study precast concrete panels and special modeling strategies were developed for panel connections to the structural frame. The precast concrete panel was designed to participate in the building lateral force-resisting. Finite element modeling techniques were adopted to better understand the strength and stiffness characteristics of these concrete cladding panels subjected to significant in-plane loading. Good correlation was obtained between finite element modeling results and existing experimental results. The analytical results were used to develop a simplified mathematical model that can be incorporated into suitable building models to evaluate its performance as a lateral force-resisting system to withstand earthquake-induced lateral loads.

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3

Ostetto, Liana, Romain Sousa, Hugo Rodrigues y Paulo Fernandes. "Assessment of the Seismic Behavior of a Precast Reinforced Concrete Industrial Building with the Presence of Horizontal Cladding Panels". Buildings 11, n.º 9 (7 de septiembre de 2021): 400. http://dx.doi.org/10.3390/buildings11090400.

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The latest earthquakes in Europe exposed some critical problems in the connections of cladding panels in industrial precast reinforced concrete (PRC) structures. These connections did not perform as desired, causing the panels to fall, leading to significant nonstructural damage that resulted in the loss of human life and significant socio-economic impacts due to the interruption of business. Furthermore, in addition to the behavior of the cladding system itself, it is still not clear to what extent it can influence the overall seismic performance of the main structure. Making use of a simplified macroelement, the present study assesses the seismic performance of commonly employed cladding-to-structure connections, as well as the interaction of cladding panels with industrial PRC buildings. The analyses were carried out considering a PRC building representative of a Portuguese industrial park, studied with and without cladding panels. The seismic behavior of the structure was assessed considering both nonlinear static and dynamic procedures.

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4

Chong, Xun, Pu Huo, Linlin Xie, Qing Jiang, Linbing Hou y Jinchen Xie. "Experimental investigation of seismic performance of a novel isostatic frame-cladding system". Advances in Structural Engineering 25, n.º 5 (10 de enero de 2022): 1015–26. http://dx.doi.org/10.1177/13694332211057264.

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A new connection measure between the precast concrete (PC) cladding panel and PC frame structure is proposed to realize a new kind of isostatic frame-cladding system. Three full-scale PC wall-frame substructures were tested under the quasi-static load. These substructures included a bare wall-frame specimen, a specimen with a cladding panel that has no opening, and a specimen with a cladding panel that has an opening in it. The damage evolution, failure mode, load-bearing capacity, deformation capacity, and energy dissipation capacity of three specimens were compared. The results indicated that the motions of the cladding panels and the main structures were uncoupled through the relative clearance of the bottom connections, and three specimens exhibited approximately identical failure modes and seismic performance. Thus, the reliability of this new isostatic system was validated.

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5

Hassan, Md Kamrul, Md Delwar Hossain, Michael Gilvonio, Payam Rahnamayiezekavat, Grahame Douglas, Sameera Pathirana y Swapan Saha. "Numerical Investigations on the Influencing Factors of Rapid Fire Spread of Flammable Cladding in a High-Rise Building". Fire 5, n.º 5 (26 de septiembre de 2022): 149. http://dx.doi.org/10.3390/fire5050149.

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This paper investigates aluminium composite panels (ACPs) to understand the fire behaviour of combustible cladding systems under different fire scenarios. A fire dynamics simulator (FDS) is used to develop the numerical model of full-scale fire tests of combustible cladding systems using the procedures of the British BS 8414.1 standards. The results obtained from the FDS models are verified with test data. Seven test scenarios are investigated with four distinct parameters, i.e., cavity barrier, air-cavity gap, panel mounting (with and without joining gaps between the panels), and material combustibility qualities. A critical air-cavity gap (50–100 mm) is established at which maximum fire spread is noticed. Furthermore, variations in the cavity barrier, panel mounting, and material combustibility significantly impact the rapid fire spread of ACP cladding systems and the internal failure criterion. The results from the present study can serve as a basis for future research on the full-scale fire-test development of combustible ACPs.

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6

De Matteis, Gianfranco y Raffaele Landolfo. "Mechanical fasteners for cladding sandwich panels:". Thin-Walled Structures 35, n.º 1 (septiembre de 1999): 61–79. http://dx.doi.org/10.1016/s0263-8231(99)00017-8.

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7

Yildirim, B. y H. F. Nied. "Residual Stresses and Distortion in Boiler Tube Panels With Welded Overlay Cladding". Journal of Pressure Vessel Technology 126, n.º 4 (1 de noviembre de 2004): 426–31. http://dx.doi.org/10.1115/1.1804198.

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In this study, finite element models are developed to analyze and predict the transient temperature profiles, residual stresses, and distortion incurred during deposition of protective overlay cladding on boiler tube waterwall panels. Plane strain models are used to simulate the evolution of residual stresses on the cross-section of a typical boiler tube panel during deposition of filler metal in sequential weld passes. The results demonstrate how residual stresses from previous weld passes are affected by an adjacent weld bead during the cladding process. Determination of the increment in panel warpage during each weld pass, for a sufficent number of passes, provides the necessary information to estimate of the total panel warpage after cladding coverage on a very large panel surface. It is noted that the total welding induced distortion can be adequately estimated from a relatively small number of weld passes over the typical waterwall cross-section.

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8

Menichini, Giovanni, Emanuele Del Monte, Maurizio Orlando y Andrea Vignoli. "Out-of-plane capacity of cladding panel-to-structure connections in one-story R/C precast structures". Bulletin of Earthquake Engineering 18, n.º 15 (7 de octubre de 2020): 6849–82. http://dx.doi.org/10.1007/s10518-020-00962-5.

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Abstract The interaction between cladding panels and the main structure is a crucial point to assess the seismic response, and above all the structural safety, of RC precast industrial building. In the past, connections were often designed to allow construction tolerances and to accommodate both thermal and wind-induced displacements. The lack of specific details to allow relative in-plane displacements between cladding panels and the main structure often led to the participation of cladding panels in the structure seismic-resistant system with consequent connection failures. In the last decades, a lot of experimental tests were performed to investigate the in-plane performance of panel connections, and some design recommendations have been developed accordingly. In the out-of-plane direction, the connections were often considered to be infinitely rigid and not to suffer any damage by the seismic load. This work deals with the out-of-plane response of panel-to-structure connections for vertical panels typical of industrial and commercial precast buildings. Both standard hammer-head strap and new devices, called SismoSafe, were investigated. Tests were performed in the Structures and Materials Testing Laboratory of the Department of Civil and Environmental Engineering of Florence, where a specific setup was designed to perform cyclic and monotonic tests on the connection devices. Standard connections showed a rather limited resistance, while the innovative connections exhibited a high out-of-plane resistance. Numerical analyses were also performed on a case study building to evaluate the distribution of the out-of-plane demand on the connections.

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9

Abada, Mahmoud, Ahmed Ibrahim y S. J. Jung. "Improving Blast Performance of Reinforced Concrete Panels Using Sacrificial Cladding with Hybrid-Multi Cell Tubes". Modelling 2, n.º 1 (7 de marzo de 2021): 149–65. http://dx.doi.org/10.3390/modelling2010008.

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The utilization of sacrificial layers to strengthen civilian structures against terrorist attacks is of great interest to engineering experts in structural retrofitting. The sacrificial cladding structures are designed to be attached to the façade of structures to absorb the impact of the explosion through the facing plate and the core layer progressive plastic deformation. Therefore, blast load striking the non-sacrificial structure could be attenuated. The idea of this study is to construct a sacrificial cladding structure from multicellular hybrid tubes to protect the prominent bearing members of civil engineering structures from blast hazard. The hybrid multi-cell tubes utilized in this study were out of staking composite layers (CFRP) around thin-walled tubes; single, double, and quadruple (AL) thin-walled tubes formed a hybrid single cell tube (H-SCT), a hybrid double cell tube (H-DCT), and a hybrid quadruple cell tube (H-QCT). An unprotected reinforced concrete (RC) panel under the impact of close-range free air blast detonation was selected to highlight the effectiveness of fortifying structural elements with sacrificial cladding layers. To investigate the proposed problem, Eulerian–Lagrangian coupled analyses were conducted using the explicit finite element program (Autodyn/ANSYS). The numerical models’ accuracy was validated with available blast testing data reported in the literature. Numerical simulations showed a decent agreement with the field blast test. The proposed cladding structures with different core topologies were applied to the unprotected RC slabs as an effective technique for blast loading mitigation. Mid-span deflection and damage patterns of the RC panels were used to evaluate the blast behavior of the structures. Cladding structure achieved a desired protection for the RC panel as the mid-span deflection decreased by 62%, 78%, and 87% for H-SCT, H-DCT, and H-QCT cores, respectively, compared to the unprotected panels. Additionally, the influence of the skin plate thickness on the behavior of the cladding structure was investigated.

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10

Schabowicz, Krzysztof, Paweł Sulik y Łukasz Zawiślak. "Identification of the Destruction Model of Ventilated Facade under the Influence of Fire". Materials 13, n.º 10 (22 de mayo de 2020): 2387. http://dx.doi.org/10.3390/ma13102387.

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Ventilated facades are becoming an increasingly popular solution for external part of walls in the buildings. They may differ in many elements, among others things: claddings (fiber cement boards, HPL plates, large-slab ceramic tiles, ACM panels, stone cladding), types of substructures, console supports, etc. The main part that characterizes ventilated facades is the use of an air cavity between the cladding and thermal insulation. Unfortunately, in some aspects they are not yet well-standardized and tested. Above all, the requirements for the falling-off of elements from ventilated facades during a fire are not precisely defined by, among other things, the lack of clearly specified requirements and testing. This is undoubtedly a major problem, as it significantly affects the safety of evacuation during a fire emergency. For the purposes of this article, experimental tests were carried out on a large-scale facade model, with two types of external-facade cladding. The materials used as external cladding were fiber cement boards and large-slab ceramic tiles. The model of large-scale test was 3.95 m × 3.95 m, the burning gas released from the burner was used as the source of fire. The test lasted one hour. The facade model was equipped with thermocouples. The cladding materials showed different behavior during the test. Large-slab ceramic tiles seemed to be a safer form of external cladding for ventilated facades. Unfortunately, they were destroyed much faster, for about 6 min. Large-slab ceramic tiles were destroyed within the first dozen or so minutes, then their destruction did not proceed or was minimal. In the case of fiber cement boards, the destruction started from the eleventh minute and increased until the end of the test. The authors referred the results of large-scale test to testing on samples carried out by other authors. The results presented the convergence of large-scale test with samples. External claddings was equipped with additional mechanical protection. The use of additional mechanical protection to maintain external cladding elements increases their safety but does not completely eliminate the problem of the falling-off of parts of the facade. As research on fiber cement boards and large-slab ceramic tiles presented, these claddings were a major hazard due to fall-off from facade.

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Tesis sobre el tema "Cladding panels"

1

Winter, Gerrard Martin. "Determination of the design strength of thin structural veneer cladding panels /". St. Lucia, Qld, 2002. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe17531.pdf.

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2

Baird, Andrew. "Seismic performance of precast concrete cladding systems". Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2014. http://hdl.handle.net/10092/9997.

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Structural engineering is facing an extraordinarily challenging era. These challenges are driven by the increasing expectations of modern society to provide low-cost, architecturally appealing structures which can withstand large earthquakes. However, being able to avoid collapse in a large earthquake is no longer enough. A building must now be able to withstand a major seismic event with negligible damage so that it is immediately occupiable following such an event. As recent earthquakes have shown, the economic consequences of not achieving this level of performance are not acceptable. Technological solutions for low-damage structural systems are emerging. However, the goal of developing a low-damage building requires improving the performance of both the structural skeleton and the non-structural components. These non-structural components include items such as the claddings, partitions, ceilings and contents. Previous research has shown that damage to such items contributes a disproportionate amount to the overall economic losses in an earthquake. One such non-structural element that has a history of poor performance is the external cladding system, and this forms the focus of this research. Cladding systems are invariably complicated and provide a number of architectural functions. Therefore, it is important than when seeking to improve their seismic performance that these functions are not neglected. The seismic vulnerability of cladding systems are determined in this research through a desktop background study, literature review, and postearthquake reconnaissance survey of their performance in the 2010 – 2011 Canterbury earthquake sequence. This study identified that precast concrete claddings present a significant life-safety risk to pedestrians, and that the effect they have upon the primary structure is not well understood. The main objective of this research is consequently to better understand the performance of precast concrete cladding systems in earthquakes. This is achieved through an experimental campaign and numerical modelling of a range of precast concrete cladding systems. The experimental campaign consists of uni-directional, quasi static cyclic earthquake simulation on a test frame which represents a single-storey, single-bay portion of a reinforced concrete building. The test frame is clad with various precast concrete cladding panel configurations. A major focus is placed upon the influence the connection between the cladding panel and structural frame has upon seismic performance. A combination of experimental component testing, finite element modelling and analytical derivation is used to develop cladding models of the cladding systems investigated. The cyclic responses of the models are compared with the experimental data to evaluate their accuracy and validity. The comparison shows that the cladding models developed provide an excellent representation of real-world cladding behaviour. The cladding models are subsequently applied to a ten-storey case-study building. The expected seismic performance is examined with and without the cladding taken into consideration. The numerical analyses of the case-study building include modal analyses, nonlinear adaptive pushover analyses, and non-linear dynamic seismic response (time history) analyses to different levels of seismic hazard. The clad frame models are compared to the bare frame model to investigate the effect the cladding has upon the structural behaviour. Both the structural performance and cladding performance are also assessed using qualitative damage states. The results show a poor performance of precast concrete cladding systems is expected when traditional connection typologies are used. This result confirms the misalignment of structural and cladding damage observed in recent earthquake events. Consequently, this research explores the potential of an innovative cladding connection. The outcomes from this research shows that the innovative cladding connection proposed here is able to achieve low-damage performance whilst also being cost comparable to a traditional cladding connection. It is also theoretically possible that the connection can provide a positive value to the seismic performance of the structure by adding addition strength, stiffness and damping. Finally, the losses associated with both the traditional and innovative cladding systems are compared in terms of tangible outcomes, namely: repair costs, repair time and casualties. The results confirm that the use of innovative cladding technology can substantially reduce the overall losses that result from cladding damage.

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3

Glass, Jacqueline. "Evaluation of tilt-up construction in relation to selected UK building types". Thesis, Oxford Brookes University, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.364121.

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Fukan, Petr. "Stavebně technologický projekt bytových domů". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226980.

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The purpose of the dissertation is to develop selected parts of technologically – building project of residential houses in Rosice. The building will be used for living. The building has nine building sites, in the dissertation eight building sites are solved. Main building site SO 01 – Apartment house first and second is solved in detail. The dissertation includes a technical report about technologically-building project, the time and financial plan, a study of the realization of the main stage of its construction. The coordination of the building and site equipment including the principles of organisation building are solved graphically. The dissertation also includes a suggestion of the major building machine, plan of securing material source, technological regulations and the check and test plan for performing piles. A part of the dissertation is the budget of the building and safety risks on the building site and during performing piles.

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Karásková, Zuzana. "Veterinární klinika". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240019.

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This diploma thesis deals with veterinary clinics in Prostejov. The building is secluded on almost flat land. The building has a simple rectangular shape, replicating the street, with a receding second floor. The building is brick, two-storey, basement, covered with a flat roof and green roof terrace. On the first floor are situated surgeries, surgeries, operating rooms, facilities for employees and utility room. On the second floor there is a pet shop, counseling, treatment plant dog, sanitary facilities for public office and facilities for temporary accommodation of employees, where it is possible to get to the green roof terrace. The building is insulated, partially with white plaster and partly with wooden facade panels. The building is in part intended for the general public designed wheelchair.

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6

Hort, Martin. "Polyfunkční dům". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410007.

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Diploma thesis describes the design and processing of project documentation of the multifunctional building. The multifunctional building is located in the central part of the town Náměšť nad Oslavou. The building has 4 floors. It is partly cellared building with flat roof and walkable terraces. This building is consisted of 2 functional parts, the first part is designed for living and the second one is designed for contact with the customer. There are shops and offices. The first floor is wheelchair accessible. In the basement there is a technical background of the building and cellars for housing units. In this multifunctional building we can find 13 residential units and five offices. All of the floors are connected with staircase and lift. The Carpark and the private garden with playground are also part of this residential area. This building is based on concrete blocks. Load-bearing, peripheral walls and connecting walls are made of ceramic blocks. A monolitic ceiling construction is the combination of the iron and the concrete. Two types of insulation are used in peripheral walls. The first one is called ETICS, external thermal insulation composite system, made of polystyrene. The second type of insulation is facade cladding system where the main insulation layer is made of mineral wool. The insulation layer is replaced by XPS polystyrene where facade is in contact with the ground. Facade cladding panels are made of cement and wood fibers called Cembrit.

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Mikócziová, Martina. "Centrum pro sport a volný čas Brno". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-355040.

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The project of the Sports and Leisure Centre Brno is dealing with the issue of creating a well functioning sports and recreational complex in Brno. The main subject of this thesis is a modern multifunctional arena with a capacity of 9 800, which is a part of the complex. The multifunctional arena is located alongside the main composition axis, which stretches from West to East through the Rybníček street to the football stadium. The arena contains dressing rooms for the ice hockey home team and visiting team as well as the youth ice hockey teams. The arena can serve multiple purposes and can be used for other sport and cultural events and as a result it also contains backstage areas and large storage rooms.

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Ng, Chee Liang. "Experimental and theoretical investigation of the behaviour of brickwork cladding panel subjected to lateral loading". Thesis, University of Edinburgh, 1996. http://webex.lib.ed.ac.uk/homes/ng96.html.

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El-Kadi, Abdul Wahab Mohamed Adel. "Building cladding subject to explosive blast : a study of its resistance and survivability, with particular reference to architectural aspects and multi-panel glazing systems". Thesis, Cranfield University, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.265752.

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Oliveira, Luciana Alves de. "Tecnologia de painéis pré-fabricados arquitetônicos de concreto para emprego em fachadas de edifícios". Universidade de São Paulo, 2002. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-04062003-100758/.

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A utilização de tecnologias construtivas inovadoras, como os painéis pré-fabricados arquitetônicos de concreto (PPAC), tem-se configurado prática frequente do mercado brasileiro por, potencialmente, contribuir para incrementar os níveis de industrialização dos processos de produção, bem como a qualidade do produto final a custos reduzidos. No Brasil, entretanto, não existem ainda normas ou manuais técnicos que balizem a utilização dessa tecnologia construtiva. Por isso, este trabalho sistematiza o conhecimento sobre a tecnologia de PPAC para emprego em fachadas de edifícios de múltiplos pavimentos, por meio da apresentação dos principais fatores que devem ser considerados nas fases de elaboração dos projetos de empreendimentos que utilizem os PPAC em suas fachadas. Fatores esses, que condicionam o desempenho e a eficiência do processo de produção das fachadas. Após o acompanhamento do processo de produção de dois empreendimentos que utilizaram PPAC em suas fachadas, constituindo os estudos de caso, conclui-se que a tecnologia de PPAC apresenta grande potencial para incrementar os níveis de industrialização do processo de produção do edifício, se a elaboração dos seus projetos ocorrer nas fases preliminares da concepção do empreendimento, em que suas funções e interfaces sejam consideradas.
The arquitectural precast concrete panel technology has frequently been used because of its probability of increasing the industrialization levels of the building process and also improve the building product quality. On the other hand, mostly in Brasil, there are no rules ou manual books which guide the utilization of this technology. In addition, this works aims to raise the knowledge about the arquitectural precast concrete panel used as cladding (APCP-PPAC in Portuguese). Therefore, this works presents some factors that must be considered in designs of building facades, using this kind of technology. After the analysis of one study case using APCP, it was concluded that APCP technology has a great potential of increasing the industrialization levels of the building process, if its designs are done as soon as possible and if its performance and interfaces are considered.

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Libros sobre el tema "Cladding panels"

1

Establishment, Building Research, ed. External cladding: How to determine the thickness of natural stone panels. London: H.M.S.O., 1998.

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2

Institute, Precast/Prestressed Concrete, American Concrete Institute y Symposium on Architectural Precast Concrete Cladding (1989 : Chicago, Ill.), eds. Proceedings: Architectural precast concrete cladding, its contribution to lateral resistance of buildings. Chicago, Ill: Precast/Prestressed Concrete Institute, 1990.

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3

Mungati, Agnes. The failure of glass reinforced cement (GRC) architectural cladding panels. 1993.

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4

Fibre reinforced polymer composites for blast resistant cladding: A summary report on a DTI sponsored project to transfer and adapt composite material technology used in the aerospace and defence industry to produce blast resistant cladding panels for the construction industry. [London]: CIRIA, 1998.

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5

Great Britain. Department of Trade and Industry., Pera International y Construction Industry Research and Information Association., eds. Fibre reinforced polymer composites for blast resistant cladding: A summary report on a DTI sponsored project to transfer and adapt composite material technology used in the aerospace and defence industry to produce blast resistant cladding panels for the construction industry. [Pera and CIRIA], 1998.

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Capítulos de libros sobre el tema "Cladding panels"

1

Watts, Andrew. "Cladding panels and rainscreens". En Modern Construction Envelopes, 274–83. Vienna: Springer Vienna, 2011. http://dx.doi.org/10.1007/978-3-7091-0258-9_26.

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Watts, Andrew. "Small precast / GRC cladding panels". En Modern Construction Envelopes, 178–87. Vienna: Springer Vienna, 2011. http://dx.doi.org/10.1007/978-3-7091-0258-9_17.

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Watts, Andrew. "Plastic-based cladding: sealed panels". En Modern Construction Envelopes, 242–51. Vienna: Springer Vienna, 2011. http://dx.doi.org/10.1007/978-3-7091-0258-9_23.

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Menichini, G. y T. Isaković. "Modeling the Seismic Response of Vertical Concrete Cladding Panels". En Lecture Notes in Civil Engineering, 96–109. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-23748-6_8.

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Mehrtens, Peter. "Rapid On-site Fabrication of Customized Freeform Metal Cladding Panels". En Rob | Arch 2012, 309–15. Vienna: Springer Vienna, 2013. http://dx.doi.org/10.1007/978-3-7091-1465-0_40.

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Colombo, A. y G. Toniolo. "Design Guidelines for Precast Structures with Cladding Panels in Seismic Zones". En Lecture Notes in Civil Engineering, 81–97. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78936-1_7.

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Schmieder, Markus y Peter Mehrtens. "Cladding Freeform Surfaces with Curved Metal Panels — a Complete Digital Production Chain". En Advances in Architectural Geometry 2012, 237–42. Vienna: Springer Vienna, 2013. http://dx.doi.org/10.1007/978-3-7091-1251-9_19.

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Vielba-Cuerpo, Carmen, Francisco Hernández-Olivares y Benito Lauret-Aguirregabiria. "A New Cladding System Using Low Strength Sandstone in Precast Concrete Panels for Building Façades". En Proceedings of the 10th International Congress for Applied Mineralogy (ICAM), 749–56. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27682-8_90.

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Toniolo, G., F. Biondini y B. Dal Lago. "Criteria for the Structural Analysis of Precast Buildings with Dissipative Connection Systems of Cladding Wall Panels". En Lecture Notes in Civil Engineering, 40–55. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-23748-6_4.

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Sadrolodabaee, Payam, S. M. Amin Hosseini, Monica Ardunay, Josep Claramunt y Albert de la Fuente. "A New Sustainability Assessment Method for Façade Cladding Panels: A Case Study of Fiber/Textile Reinforced Cement Sheets". En RILEM Bookseries, 809–19. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-83719-8_69.

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Actas de conferencias sobre el tema "Cladding panels"

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Colantonio, Antonio. "Air-leakage effects on stone cladding panels". En SPIE's 1995 Symposium on OE/Aerospace Sensing and Dual Use Photonics, editado por Sharon A. Semanovich. SPIE, 1995. http://dx.doi.org/10.1117/12.204869.

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Davies, J. Michael. "Design Criteria for Sandwich Panels for Building Construction". En ASME 1997 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/imece1997-0729.

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Abstract Sandwich cladding panels comprising two metal skins and a lightweight insulating core are finding ever-increasing use as the wall and roof cladding for a wide range of building types. Their main attraction is their outstanding thermal performance but the designers and specifiers of such panels, and competing cladding systems, have to consider a wide range of other parameters in order to arrive at the best solution for their design requirements. This paper gives an overview the current scene, with particular reference to Europe, and makes specific comments on some of the current issues. Naturally, the structural design is discussed but particular attention is also paid to some of the other issues such as fire performance and durability which are less well documented.

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Stochino, Flavio, Fausto Mistretta, Mario Lucio Puppio y Mauro Sassu. "PREFABRICATED REINFORCED CONCRETE CLADDING PANELS SUPPORTS: DESIGN AND NUMERICAL MODELLING". En 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8516.18726.

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"Exterior Cladding Panels As An Application Of Textile Reinforced Concrete". En SP-224: Thin Reinforced Cement-Based Products and Construction Systems. American Concrete Institute, 2004. http://dx.doi.org/10.14359/13408.

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Al Awadhi, Ibrahim, Ashok Sharma y Krishnan Subramaniam. "Mitigating Safety Concerns of SRU Stack Using Advanced Analytical/Optical Technologies". En Abu Dhabi International Petroleum Exhibition & Conference. SPE, 2021. http://dx.doi.org/10.2118/207579-ms.

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Abstract Objective/Scope (25-75 word) In SRU, Tail gas exhaust stacks are provided with external cladding, preventing condensation beneath refractory surfaces. External cladding is made of individual Aluminium sheet panels, each 1.7mx1.5mx3mm thk, weighing 60Kg, attached by screws / rivets. Stack size is 6.5mdia × 90m height. Due to high wind, panel sometimes detaches from stack, falling down from 90m height, posing serious HSE threat to plant personal safety. This paper details an analytical design approach, supported with high resolution, remote controlled drone inspection technic to resolve one such issue. Methods, Procedures, Process (75-100 word) Initially, detached and dropped screws were observed, due to wind loads & vibration, which lead to falling of a clad panel from 80m height, fortunately, when no personal was below. Detailed finite element analysis of external cladding was performed, considering wind loads and thermal loads on panels with stack to panel joint configuration. Periodic inspection of the joints is vital to confirm reliability of the joints, which is not possible during operation with conventional inspection methods in an SRU exhaust stack. Hence, a latest technology, high-resolution, optical camera assisted, drone, controlled & monitored by remote computers were employed to assess the panel integrity. Results, Observations & Conclusions (100-200 words) Analysis Results Finite element analysis was performed for the stack cladding. As this analysis was non-conventional, there is no well-established industry acceptance criteria for the analysis results. Hence, an acceptance criteria was jointly developed with Contractor, which is fundamentally the minimum number of screws per panel, required to be intact, during the 2 year period, to confirm the panel integrity. Distance Drone inspection Manned inspection was not feasible in a running plant. Also, conventional aerial survey drones could not be engaged, as it was unsafe to fly the drone above live plant. Hence, an aerial drone with high-resolution optical camera, with overlapping method was employed. Advanced post processing software was used to analyse the images for best results. Conclusion To ensure clad panels integrity and 100% personal safety, Based on Finite element analysis, the original screws have been replaced with rivets with the following acceptance criteria. The integrity of the cladding remains intact even if 20% of the screws / rivets are lost whether it is consecutive or random. Above 20% there may be impact and further investigation is advised. Panels were monitored three times periodically in 2 year span to assess the fasteners intactness. The images from the optical camera, after software processing confirmed the fasteners integrity. Novel/Additive Information (25-75 words) 100% Plant and personal safety is ADNOC's principal objective. Occasionally, achieving this target require unorthodox analysis and acceptance criteria development. Most of all, the conventional monitoring technics, due to their limitations, pushes us to explore alternate technologies. The new high-resolution, optical camera assisted, drone technic can be engaged in a running plant and the images are processed using proprietary software to achieve best results of minute details.

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Del Lago, Bruno y Francesco Foti. "Seismic actions induced by cladding panels on precast concrete frame structures". En University for Business and Technology International Conference. Pristina, Kosovo: University for Business and Technology, 2017. http://dx.doi.org/10.33107/ubt-ic.2017.38.

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Tan, Ying Yi. "Graded Knit Skins - Design and fabrication of curved modular faA§ade cladding panels". En CAADRIA 2021: Projections. CAADRIA, 2021. http://dx.doi.org/10.52842/conf.caadria.2021.1.733.

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Mofrad, Ashkan Shoushtarian, Darita Shlychkova, Yvonne Ciupack y Hartmut Pasternak. "Evaluating bending stiffness and resistance of sandwich panels at elevated temperatures". En The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.032.

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The objective of this research is to develop a modeling and simulation approach for the bending stiffness of sandwich panels which have been verified and compared by experimental results in normal condition and fire case. For this purpose, polyisocyanurate (PIR) foam has been used as core material along with trapezoidal sheeting. In order to simulate the experiments, Finite Element (FE) software ABAQUS has been applied. The modelling process contains heat transfer analyses, mechanical analyses in normal condition and sequential analyses which includes the combination of both mechanical analyses and thermal analyses. The main aim of this paper is to investigate the effect of fire on the bending stiffness and stabilization of sandwich panels. Although with increase in temperature the strength of panels decreases, this decline is not linear. The presented work should be considered as first step in STABFI project financed by Research Fund for Coal and Steel (RFCS) which its purpose is to investigate translational and also torsional stiffness of sandwich panels as future work. STABFI stands for steel cladding systems for stabilization of steel buildings in fire.

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Starešinič, Gabrijela, Blaž Zoubek, Matija Gams, Tatjana Isaković y Matej Fischinger. "In-plane seismic response of a fastening system for horizontal concrete cladding panels in RC prefabricated buildings". En 1st Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/1crocee.2021.81.

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Pantoli, E., M. Chen, T. Hutchinson, G. Underwood y M. Hildebrand. "SHAKE TABLE TESTING OF A FULL-SCALE FIVE-STORY BUILDING: SEISMIC PERFORMANCE OF PRECAST CONCRETE CLADDING PANELS". En 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4616.c1573.

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Informes sobre el tema "Cladding panels"

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Wilkes, K. E., F. J. Weaver, G. M. Cumberbatch, B. Begnoche, V. Brodie, W. Lamb, R. Reitz, P. Caldwell y C. Meyer. Development of Cladding Materials for Evacuated Panel Superinsulation. Office of Scientific and Technical Information (OSTI), noviembre de 1999. http://dx.doi.org/10.2172/760246.

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