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Статті в журналах з теми "Glass-steel façades"
Major, Izabela, Maciej Major, and Zbigniew Respondek. "Double-arm steel connector of glass façades." E3S Web of Conferences 97 (2019): 06012. http://dx.doi.org/10.1051/e3sconf/20199706012.
Повний текст джерелаNeumann, Dietrich. ""The Century's Triumph in Lighting": The Luxfer Prism Companies and Their Contribution to Early Modern Architecture." Journal of the Society of Architectural Historians 54, no. 1 (March 1, 1995): 24–53. http://dx.doi.org/10.2307/991024.
Повний текст джерелаGrøntoft. "Recent Trends in Maintenance Costs for Façades Due to Air Pollution in the Oslo Quadrature, Norway." Atmosphere 10, no. 9 (September 8, 2019): 529. http://dx.doi.org/10.3390/atmos10090529.
Повний текст джерелаZapała, Oliwier, and Damian Wieczorek. "Transparent façades – selection of construction materials with the use of modified multi-criteria spider’s network analysis method." MATEC Web of Conferences 219 (2018): 04009. http://dx.doi.org/10.1051/matecconf/201821904009.
Повний текст джерелаHan, Qinghua, Yifeng Zhao, Yan Lu, and Shuyu Wang. "Substructure hybrid test examining the seismic response of point-supported glass façades attached to large-span spatial steel structures." Engineering Structures 266 (September 2022): 114545. http://dx.doi.org/10.1016/j.engstruct.2022.114545.
Повний текст джерелаWeller, Bernhard, Anja Meier, and Thorsten Weimar. "Transparent Façade Solutions with Bonded Glass-Steel Beams." IABSE Symposium Report 97, no. 13 (January 1, 2010): 77–82. http://dx.doi.org/10.2749/222137810796063094.
Повний текст джерелаHegger, Josef, Christian Kulas, and Michael Horstmann. "Realization of TRC Façades with Impregnated AR-Glass Textiles." Key Engineering Materials 466 (January 2011): 121–30. http://dx.doi.org/10.4028/www.scientific.net/kem.466.121.
Повний текст джерелаSilvestru, Vlad A., Georg H. E. Kolany, and Oliver Englhardt. "Load Transfer Materials for Hybrid Glass-Steel Façade Elements." IABSE Symposium Report 102, no. 19 (September 1, 2014): 1804–11. http://dx.doi.org/10.2749/222137814814068175.
Повний текст джерелаBedon, Chiara, and Claudio Amadio. "Passive Control Systems for the Blast Enhancement of Glazing Curtain Walls Under Explosive Loads." Open Civil Engineering Journal 11, no. 1 (June 30, 2017): 396–419. http://dx.doi.org/10.2174/1874149501711010396.
Повний текст джерелаKreuder, Friedemann. "Theatre as a Medium of Recollection—Klaus Michael Grüber's and Antonio Recalcati's Rudi Installation (1979)." Theatre Research International 25, no. 1 (2000): 64–73. http://dx.doi.org/10.1017/s0307883300013961.
Повний текст джерелаДисертації з теми "Glass-steel façades"
Bedon, Chiara. "Problemi di stabilità negli elementi in vetro strutturale e studio innovativo di facciate in vetro-acciaio sottoposte a carico da esplosione." Doctoral thesis, Università degli studi di Trieste, 2012. http://hdl.handle.net/10077/7403.
Повний текст джерелаRecentemente, la richiesta architettonica sempre più spinta di trasparenza e luminosità ha favorito la diffusione nell’edilizia del vetro come materiale da costruzione. Sebbene si tratti di un materiale ancora poco conosciuto rispetto ad altri materiali convenzionali, il vetro trova, infatti, ampia applicazione nelle realizzazioni strutturali più innovative. Anche se le soluzioni architettoniche proposte trovano ampio consenso, spesso la difficoltà principale consiste nel dimensionare adeguatamente tali elementi e nel preservarne l’integrità da eventuali fenomeni di instabilità. Con riferimento a questo tema, nella presente tesi vengono proposte alcune significative formulazioni analitiche per la verifica di stabilità di elementi in vetro monolitico, stratificato o vetro-camera, con particolare attenzione per il comportamento di travi compresse, travi inflesse, pannelli sottoposti a compressione nel piano o taglio nel piano. Allo stesso tempo, viene studiato il comportamento di facciate in vetro-acciaio sottoposte a carico da esplosione, con riferimento specifico a due tipologie di facciata note come facciate continue a lastre indipendenti, controventate da un sistema di cavi pretesi, e facciate a pannelli, nelle quali le lastre di vetro sono sostenute da un telaio metallico di supporto. Per ciascuna tipologia di facciata, vengono evidenziate le criticità dovute a carichi da esplosione di varia intensità mediante opportuni modelli numerici. Inoltre, viene analizzato l’effetto di eventuali dispositivi in grado di mitigarne le componenti principali assorbendo e/o dissipando parte dell’energia d’ingresso associata all’evento esplosivo.
Recently, due to aesthetic and architectural requirements of transparency and lightness, the use of glass as a structural material showed a strong increase. Although its load carrying behavior is actually not well-known, glass finds large application in modern and innovative buildings. Nevertheless, the main difficulties are related to the proper design of these structural elements and in the preservation of their integrity, avoiding possible buckling phenomena. In this context, this Doctoral Thesis proposes a series of interesting analytical formulations suitable for the buckling verification of monolithic, laminated, insulated structural glass element, with particular attention for the load carrying behavior of beams in compression or in bending, as well as for the buckling response of glass panels subjected to in-plane compression or shear. At the same time, the Thesis focuses also on the dynamic behavior of two different typologies of steel-glass façades subjected to air blast loads, whit particular attention to the analysis of cable-supported façades and conventional curtain walls, in which a metallic frame supports the glass panels. In both the circumstances, accurate numerical simulations are performed to highlight the criticalities of similar structural systems, in presence of high-level or medium / low-level air blast loads. Finally, the structural benefits of possible devices able to mitigate the effects of explosions in the main components of these façades, by partly storing / dissipating the incoming energy, are investigated numerically and analytically.
XXIV Ciclo
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Tunková, Martina. "Městské lázně." Master's thesis, Vysoké učení technické v Brně. Fakulta architektury, 2010. http://www.nusl.cz/ntk/nusl-215713.
Повний текст джерелаЧастини книг з теми "Glass-steel façades"
Segura, C. Colomer, and M. Feldmann. "Characterisation of the Dynamic Behaviour of Laminated Sheet Glass in Steel-Glass Façades." In Springer Proceedings in Physics, 289–95. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2069-5_40.
Повний текст джерелаSilvestru, V., and O. Englhardt. "Application study for hybrid adhesively bonded glass-steel façade elements." In Challenging Glass 4 & COST Action TU0905 Final Conference, 277–84. CRC Press, 2014. http://dx.doi.org/10.1201/b16499-41.
Повний текст джерелаAbeln, B., C. Richter, and M. Feldmann. "Structural steel-glass façade panels with multiple flanks bonded joints." In Challenging Glass 4 & COST Action TU0905 Final Conference, 321–29. CRC Press, 2014. http://dx.doi.org/10.1201/b16499-48.
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