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1

Schwartz, TA. "Glass Facade Assessment." Journal of ASTM International 1, no. 5 (2004): 11172. http://dx.doi.org/10.1520/jai11172.

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2

Plotnikov, Aleksandr Aleksandrovich. "Architectural and engineering principles and innovations in the construction of glass-facade buildings." Vestnik MGSU, no. 11 (November 2015): 7–15. http://dx.doi.org/10.22227/1997-0935.2015.11.7-15.

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Though the technologies are dynamically developing and there are a lot of research projects, there is still no general opinion on a glass-facade building among the European scientific community, architects and construction engineers. The increasing requirements to heat-protective qualities of translucent structures make us think of the necessity of a quantum leap both in technologies and in principal approaches to the development of architectural and constructive solutions of translucent shells. Together with economical features, the dynamics of heat-protective indicators’ increase show the tendencies to reaching the possibilities limits of mass glass units. The European construction practice usually solve this problem by developing sealed insulating glass units and by different conceptual solutions of the systems of translucent double facades. In the given article the basic theoretical principles and innovative engineering ideas are formulated dealing with the modern glass-facade building construction. “Green Building” conception is analyzed as a European new building philosophy.
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3

Leśniak, Agnieszka, and Monika Górka. "Structural Analysis of Factors Influencing the Costs of Facade System Implementation." Applied Sciences 10, no. 17 (August 31, 2020): 6021. http://dx.doi.org/10.3390/app10176021.

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External facades of buildings and other structures shape the image of every building, creating the architecture of cities. Traditional concrete forms, as a symbol of durability and stability, have been replaced by lightweight enclosures—for example, in the form of aluminium–glass facades and ventilated facades. In this paper, the authors attempt to verify the strength of influence and relations between the identified factors shaping the costs of facade system implementation using structural analysis. On the basis of the collected quantitative and qualitative data obtained as a result of research on design documentation and cost estimates of implemented public buildings, as well as on the basis of interviews conducted among experts, factors which have a real impact on the costs of facade systems in the form of aluminium and glass facades and ventilated facades were identified. The indicated factors were analysed and classified using the method of structural analysis, namely the MICMAC method (refers to the French acronym for Cross-Impact Matrix Multiplication Applied to Classification). Particular influences and relations between factors were examined. Finally, six groups of factors influencing the costs of facade systems were identified, including regulatory factors that do not have a very strong impact on the level of costs, but which show a strong correlation with other factors; determinants that have a very strong impact on the costs; and a group of external factors that show the smallest influence on the estimation of façade cost.
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4

Gelesz, A., and A. Reith. "Classification and re-evaluation of double-skin facades." International Review of Applied Sciences and Engineering 2, no. 2 (December 1, 2011): 129–36. http://dx.doi.org/10.1556/irase.2.2011.2.9.

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Abstract The construction of double-skin glass facades in Hungary has mainly design or acoustic motivations. The potential energy savings or risks of double-skin facades are, however, not commonly evident. This fact is not surprising if we notice that there is no widely excepted classification of these constructions. In the following article different facade typologies are compared (Pottgiesser, BBRI, Széll) and an attempt to develop a transparent classification system is made. Subsequently a few chosen facade types, which are expected to perform well in the Hungarian climate, are evaluated through computer simulation programs to serve as a guideline for the design on climates similar to the domestic one.
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5

Feng, Xin, Hua Yang, Xi Yang Feng, Feng Yun Jin, and Guo Qiang Xia. "A Review of Research Development of Ventilated Double-Skin Facade." Applied Mechanics and Materials 587-589 (July 2014): 709–13. http://dx.doi.org/10.4028/www.scientific.net/amm.587-589.709.

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Demands for the building energy conservation, thermal and visual comfort make the ventilated double-skin facade (DSF) more attractive and more popular in commercial buildings. This paper reviews the recent research development of ventilated double-skin facade in China. The velocity and temperature distribution in the double-skin facade (DSF) are reviewed, together with the effects of glass types, channel width, intensity of solar radiation and shading methods on the heat transfer of ventilated double-skin facade (DSF). This paper also describes the effect of the different combinations of glass, blinds settings, ventilation rate and the channel width, intensity of solar radiation and shading. Furthermore, the methods to improve the energy saving of ventilated double-skin facade (DSF) are also reviewed.
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Petrichenko, Mikhail, Anastasia Ostrovaia, and Elena Statsenko. "The Glass Ventilated Facades – Research of an Air Gap." Applied Mechanics and Materials 725-726 (January 2015): 87–92. http://dx.doi.org/10.4028/www.scientific.net/amm.725-726.87.

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In this article the scheme of a design, its advantage is considered and the factors influencing removal of moisture from an air gap of a facade are investigated. This type of designs allows to create indoors a favorable microclimate with necessary illumination, temperature, moisture conditions and the movement of air, protecting thus from negative atmospheric actions. Also at observance of technology indicators of moisture-proofness of facades improve, temperature fluctuations are leveled, normal functioning of all system in general is provided. Despite a set of advantages of this type of facades take place and some shortcomings therefore the obtained data indicate the need of further research of systems of the ventilated glass facades and work on elimination of the revealed shortcomings.
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7

Lipowicz-Budzyńska, Alina. "Visual Interference in the Glass Facade." IOP Conference Series: Materials Science and Engineering 960 (December 10, 2020): 042079. http://dx.doi.org/10.1088/1757-899x/960/4/042079.

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8

Schneider, Jens. "Facade Structures with Channel Shaped Glass." IABSE Symposium Report 86, no. 3 (January 1, 2002): 74–82. http://dx.doi.org/10.2749/222137802796337413.

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9

Shetty, Trisha, Darshan Verma, Pushpraj Singh, Rakesh Verma, Dhaval Bhandari, and Naveen Hanchinahal. "Effect of Wind Pressure on Glass Facade." International Journal of Innovations in Engineering and Science 5, no. 7 (June 15, 2020): 26. http://dx.doi.org/10.46335/ijies.2020.5.7.6.

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10

Santos, Filipe Amarante dos, Pedro F. Gonçalves, Corneliu Cismaşiu, and Mauricio Gamboa-Marrufo. "Smart glass facade subjected to wind loadings." Proceedings of the Institution of Civil Engineers - Structures and Buildings 167, no. 12 (December 2014): 743–52. http://dx.doi.org/10.1680/stbu.13.00011.

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11

Bouška, Petr, Radomír Pukl, Miroslav Špaček, Miroslav Vokáč, and Tomáš Bittner. "Mechanical Resistance of Triple Glass Facade Panels." Applied Mechanics and Materials 486 (December 2013): 84–89. http://dx.doi.org/10.4028/www.scientific.net/amm.486.84.

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Loading tests of triple glazed facade panels with dimensions of 1.5 x 2.64 m were carried out. The purpose of the tests was to examine mechanical resistance of the glass panes, namely the deformations caused by a local load, to determine degree of interaction between the panes of triple glazing exposed to the loading action and to prove the load bearing capacity of the panels. This experimental investigations were accompanied by finite element analysis.
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12

Du, Qiang, Jian Yang, and Tian Hua Zhou. "Decision Making on Glass Selection in Building Facade." Advanced Materials Research 250-253 (May 2011): 2792–95. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.2792.

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Glass is widely used for its properties of transparency. It has been favoured by architects for the last two decades and used to deliver a distinct style of architecture. However, the conflicting performance requirements make the decision making on glass selection in building envelopes a complex process. This paper investigates the factors affecting the selection of glass used in building facade, and proposes a hierarchy of decision making to facilitate the information flow. This may provide an integrated and robust approach to reach an informed decision.
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13

Vitvitskaya, E. V., and D. V. Tarasevich. "CHANGES IN LIGHTING STANDARDS AND THEIR INFLUENCE ON THE ARCHITECTURE AND ENERGY EFFICIENCY OF MODERN RESIDENTIAL BUILDINGS." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 81 (December 7, 2020): 9–17. http://dx.doi.org/10.31650/2415-377x-2020-81-9-17.

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Abstract. State regulations on the design of lighting in residential buildings in recent years have undergone significant changes, which in turn will significantly affect the architecture and energy efficiency of modern buildings of this type. This can be observed from the authors' analysis of the change in only one regulatory document given in this article – SCS (State Construction Standards) V.2.5-28: «Natural and artificial lighting» and only one lighting indicator: permissible deviation of the calculated value of CNL (coefficient of natural lighting) from the standardized value when choosing translucent structures of buildings. This article presents an analysis of this normative document in two versions – in the old one from 2012 and new from 2018. Based on the results of the analysis, the authors of this article found that, at the request of the architect, the area of translucent structures on the facades of two identical modern residential buildings can differ significantly: from the minimum with piece (separate) windows on the facades – where glazing occupies from 14.3% to 18.3% of the area of the facades; up to maximum with continuous glazing of facades – where glazing occupies up to 100% of the area of the facades of a residential building. These two facade glazing options are not only architecturally perceived differently, but they must also have different energy efficiency in order to provide different minimum allowable values of heat transfer resistance: for piece (individual) windows on the facade, this is R∑ ≥ Rq min = 0.6 m2•K/W and ordinary silicate glasses are suitable for their glazing, and for continuous glazing of the facade this should already be R∑ ≥ Rq min = 2.8 m2•K/W, that is, they must have the same heat-shielding properties as the outer walls, and their minimum allowable value of the heat transfer resistance must be 4.66 times more than for piece (separate) windows. For this option, ordinary silicate glass is no longer suitable, but modern glass-transparent structures with high heat-shielding properties should be used, for example Qbiss_Air, Pilkington, Heat Mirror Glass and others. They provide excellent protection against hypothermia in winter and overheating in summer, and have good sun protection properties. Their use in modern buildings contributes to energy savings for heating and cooling rooms throughout the year and creates increased comfort, but such translucent structures are much more expensive and better suited for elite housing construction than for social.
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14

Feng, Ruo Qiang, Ji Hong Ye, Yue Wu, and Shi Zhao Shen. "Seismic Response of Cable Net Facade." Advanced Materials Research 163-167 (December 2010): 165–68. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.165.

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Shaking table tests and theoretical analysis were conducted to study of the seismic response of cable net facade. Firstly dynamic response of cable net façade under earthquake was investigated with shaking table test. Then a numerical simulation model of cable net façade was built for the dynamic analysis .And then with this model the seismic response was analyzed theoretically. The study indicates that: the seismic response of the cable net with glass panels and the cable net on most occasions are mainly decided by the symmetric modes, and the first vibration mode is dominant. The damping of cable net facade is mainly decided by glass panels.
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15

Mayatskaya, Irina A., Svetlana B. Yazyeva, Nadezhda I. Zakieva, and Anastasia P. Lapina. "Modern Glass Constructions and Comfortable Urban Environment." Materials Science Forum 931 (September 2018): 754–58. http://dx.doi.org/10.4028/www.scientific.net/msf.931.754.

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The paper deals with the glass designs use for creating a comfortable living environment for urban people. Examples of a harmonious combination of building structures and natural objects are shown. Attention is paid to the external facade and the interior space of buildings, where glass constructions were used.
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16

., Rao G. S. "STRUCTURAL DESIGN OF TOUGHENED GLASS FACADE USINGEURO CODE." International Journal of Research in Engineering and Technology 04, no. 25 (December 25, 2015): 315–19. http://dx.doi.org/10.15623/ijret.2015.0425046.

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17

Bujňák, Ján, and Jaroslav Odrobiňák. "Analysis and experimental studies of building glass facade." IABSE Symposium Report 88, no. 5 (January 1, 2004): 162–66. http://dx.doi.org/10.2749/222137804796302103.

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18

Tovarović, Jasna Čikić, Jelena Ivanović-Šekularac, and Nenad Šekularac. "Renovation of existing glass facade in order to implement energy efficiency and media facade." Energy and Buildings 152 (October 2017): 653–66. http://dx.doi.org/10.1016/j.enbuild.2017.07.049.

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19

Bez, Alessia, Chiara Bedon, Giampiero Manara, Claudio Amadio, and Guido Lori. "Calibrated Numerical Approach for the Dynamic Analysis of Glass Curtain Walls under Spheroconical Bag Impact." Buildings 11, no. 4 (April 7, 2021): 154. http://dx.doi.org/10.3390/buildings11040154.

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The structural design of glass curtain walls and facades is a challenging issue, considering that building envelopes can be subjected extreme design loads. Among others, the soft body impact (SBI) test protocol represents a key design step to protect the occupants. While in Europe the standardized protocol based on the pneumatic twin-tire (TT) impactor can be nowadays supported by Finite Element (FE) numerical simulations, cost-time consuming experimental procedures with the spheroconical bag (SB) impactor are still required for facade producers and manufacturers by several technical committees, for the impact assessment of novel systems. At the same time, validated numerical calibrations for SB are still missing in support of designers and manufacturers. In this paper, an enhanced numerical approach is proposed for curtain walls under SB, based on a coupled methodology inclusive of a computationally efficient two Degree of Freedom (2-DOF) and a more geometrically accurate Finite Element (FE) model. As shown, the SB impactor is characterized by stiffness and dissipation properties that hardly match with ideal rigid elastic assumptions, nor with the TT features. Based on a reliable set of experimental investigations and records, the proposed methodology acts on the time history of the imposed load, which is implicitly calibrated to account for the SB impactor features, once the facade features (flexibility and damping parameters) are known. The resulting calibration of the 2-DOF modelling parameters for the derivation of time histories of impact force is achieved with the support of experimental measurements and FE model of the examined facade. The potential and accuracy of the method is emphasized by the collected experimental and numerical comparisons. Successively, the same numerical approach is used to derive a series of iso-damage curves that could support practical design calculations.
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20

de Gastines, Maureen, and Andrea Pattini. "Fachadas vidriadas: cálculo de transmitancia térmica." Revista Hábitat Sustentable 11, no. 1 (June 30, 2021): 08–19. http://dx.doi.org/10.22320/07190700.2021.11.01.01.

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Glazing is one of the dominant features of modern and contemporary architecture. This envelope design may have a great impact on operational energy demand of buildings. In this work, glazed façade systems available in Argentina are analyzed, with the purpose of determining the associated thermal transmittance ranges, in terms of the profiles’ design, the type of glazing and the size of glass panes. First, by using bidimensional numerical calculation, the impact of several profile design parameters on thermal transmittance is studied, highlighting the relevance of glazing fixing methods, to then calculate the thermal transmittance of the entire facade. The results indicate that the thermal transmittance value of glazed facades, mainly depends on the transmittance of the glass used, and exceeds this by 24% on average.
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21

Bedon, Chiara, and Vlatka Rajčić. "Textiles and Fabrics for Enhanced Structural Glass Facades: Potentials and Challenges." Buildings 9, no. 7 (June 28, 2019): 156. http://dx.doi.org/10.3390/buildings9070156.

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The use of textiles in architecture can cover a wide set of solutions and functions, spanning from buildings, towards geotechnical, aeronautic or automotive fields, etc. Special applications involve textiles in the health care or dressing scenarios. A multitude of other functions can then be found relatively for the use of textiles in building engineering and facades. As far as traditional facades or roofs composed of glass are taken into account, textiles offer a relevant number of potential uses that are specifically focused on energy, acoustic, insulation and even structural goals, in addition to pure architectural objectives. It is known that glass is relatively versatile, but has intrinsic needs and thermo-physical and mechanical features that require dedicated design methods, towards safe design purposes. Glass itself, in the form of constructional material, cannot be directly compared to other consolidated solutions for buildings. The same concept applies to textiles, and to their use to enhance other building components. Besides the key advantages deriving from the use of textiles in glass facades and envelopes—in the form of light, thermal or acoustic insulation, or energy efficiency—special care must be spent for specific structural requirements and performances. In some cases, textiles can in fact offer enhanced resistance to ordinary glass structures. In other conditions, textiles in combination with glass can ensure also enhanced acoustic and thermal performances. A multidisciplinary design approach able to properly fit several objectives should be considered. This paper aims at exploring the actual knowledge on glass textiles, with a focus on available tools and research trends, with careful consideration for structural glass facade applications.
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22

Aldawoud, Abdelsalam. "Assessing the energy performance of modern glass facade systems." MATEC Web of Conferences 120 (2017): 08001. http://dx.doi.org/10.1051/matecconf/201712008001.

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23

Levinskytė, Aurelija, Raimondas Bliūdžius, Arūnas Burlingis, and Tomas Makaveckas. "Dependencies of heat transmittance through the ventilated wall system on thermal conductivity of connectors crossing thermal insulation layer." MATEC Web of Conferences 282 (2019): 02089. http://dx.doi.org/10.1051/matecconf/201928202089.

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The ventilated facade systems are widely used for improvement of energy efficiency and reducing of heat losses of newly built buildings and for existing buildings. To reduce the influence of point thermal bridges on heat transfer through the ventilated facades, previous often used aluminium alloy connectors as a change to stainless steel and reinforced plastic connectors. Different thermal characteristics of connectors using in ventilated facade systems, significantly influence the heat transfer coefficient of building’s walls. Previous empirical calculations of the heat transfer through ventilated facade walls with different connectors according to standard methodology and numerical modelling showed significant differences in results, therefore experimental research with the fragments of the ventilated facade systems were carried out using a guarded hotbox method. The aim of this experimental research was to analyse the heat flows through the ventilated wall system with different kind of heat-conductive connectors. Expanded polystyrene foam (λ – 0,031 W/(m∙K)) was used as thermal insulation material, thickness 300 mm, and three types of heat-conductive connections were installed: aluminum alloy (λ - 160 W/(m∙K)), stainless steel (λ - 17 W/(m∙K)) and glass fiber reinforced plastic (λ – 0,23 W/(m∙K)). The measurements in the guarded hotbox were useful for analysis of differences in results according to the standard and numerical calculations methods. The experimental studies showed that the results are very close to the numerical simulation results. The empirical calculation method gave similar results to the other two methods, except in the case of highly heat-conductive connectors.
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24

ITO, Hiroshi, Takuro YONEDA, Kosuke KAWADA, Jeongsoo KIM, and Shin-ichi TANABE. "DESIGN INTENT AND THERMAL PERFORMANCE OF FACADE THERMAL DESIGN METHODS IN GLASS FACADE ARCHITECHTURE IN TOKYO." Journal of Environmental Engineering (Transactions of AIJ) 74, no. 646 (2009): 1347–54. http://dx.doi.org/10.3130/aije.74.1347.

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25

Domjan, Suzana, Sašo Medved, Boštjan Černe, and Ciril Arkar. "Fast Modelling of nZEB Metrics of Office Buildings Built with Advanced Glass and BIPV Facade Structures." Energies 12, no. 16 (August 20, 2019): 3194. http://dx.doi.org/10.3390/en12163194.

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The planning process of nearly Zero Energy Buildings (nZEB), as defined in Energy Performance of Buildings Directive (EPBD), requires that designers check their solutions at all stages of planning. In the initial design phase, methods and tools for which only basic design knowledge of the modelling of energy efficiency indicators is required are often sufficient. With the introduction of fast modelling techniques, designers’ work can be simplified. A method and software for the fast modelling of nZEB energy efficiency indicators of buildings constructed with advanced multi-layer glass and building integrated photovoltaics facade (BIPV) structures are presented. The computer tool for fast modelling combines (i) upgraded national certificated software for energy performance of buildings (EPB) evaluation, which is used for performing auto-repeating numerical calculations based on the design of experiments (DOE) and (ii) software for the determination of multiple linear regression models and the presentation of results. The case studies made for different buildings and climate conditions show the variety of options offered by the developed fast modelling approach. It can be seen that buildings with a large proportion of advanced glassed facade and even all-glass buildings can fulfil nZEB requirements via the on-site production of electricity with BIPV facade structures.
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26

Zhou, Pengfei, Chi Zhang, and Jiang Wang. "Influence of the Passive Design of a Building Facade on the Indoor Thermal Comfort of Residential Buildings." E3S Web of Conferences 237 (2021): 03006. http://dx.doi.org/10.1051/e3sconf/202123703006.

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Building facades have evident effects on indoor thermal comfort. Hence, on the basis of a multifunctional residential building in Sydney, Australia, this research uses DesignBuilder software to optimize passive system design on building facades. This research also analyses the influences of changing window glazing type, adding additional shading devices and changing the material of the exterior wall on indoor thermal comfort. Results show that the number of uncomfortable hours can be reduced by 446, 186 and 874 hours by using a double-layer Low-E glass, adding extra shading device and adopting an external wall material with low thermal conductivity, respectively. When the three aforementioned passive design strategies are combined, indoor thermal environment discomfort time can be reduced by 24%. Therefore, the indoor thermal comfort of a building can be considerably improved through effective passive designs of the building facade.
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27

Purwanto, L. m. f., and Karsten Tichelmann. "Solar heat transfer in architectural glass facade in Semarang Indonesia." A/Z : ITU journal of Faculty of Architecture 15, no. 2 (2018): 147–52. http://dx.doi.org/10.5505/itujfa.2018.50465.

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28

Hua, Lijuan, Jiawan Shen, Yan Chen, Qing Lan, and Jie Liu. "Wipe-on and durable self-cleaning coating for glass facade." Thin Solid Films 697 (March 2020): 137813. http://dx.doi.org/10.1016/j.tsf.2020.137813.

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29

Li, Chen Qi, Hua Tang, and Chun Quan Chang. "Analysis of Glass Walls Led Display Technology of Shenyang Children’s Library." Advanced Materials Research 450-451 (January 2012): 890–93. http://dx.doi.org/10.4028/www.scientific.net/amr.450-451.890.

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The glass curtain wall LED display devices of Shenyang Children's Library of at night take the night lights effect of multimedia display of building’s facade. A kind of transparent hollow bar LED module installation structure is used in these LED devices. The LED light bar and the scanning power box which is set every 0.5 m along LED bar are assembled in a frame. The LED display technology of glass curtain wall brought significant changes to architectural image.
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Leśniak, Agnieszka, Monika Górka, and Damian Wieczorek. "Identification of factors shaping tender prices for lightweight." Przegląd Naukowy Inżynieria i Kształtowanie Środowiska 28, no. 2 (July 10, 2019): 171–82. http://dx.doi.org/10.22630/pniks.2019.28.2.16.

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A reliable estimation of the tender prices for lightweight curtain walls is a complex and time-consuming process for the contractor, as it depends on many factors related to both the technical parameters of the designed façade and the investor’s requirements for the solutions selected. The aim of the paper is to identify the factors affecting the costs of manufacturing lightweight curtain walls. Data regarding the complexity of curtain wall construction costs was obtained on the basis of the analysis of project documentation, cost estimates and as-built accounts for selected 50 public buildings. The authors identified the factors affecting the costs of aluminum-glass facades and ventilated facades. Their identification is the first element necessary to develop a new method of predicting the costs of implementation of such types of facade which are included in the authors’ research plans.
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31

Stojšić, Milica. "(New) Media Facades: Architecture and/as a Medium in Urban Context." AM Journal of Art and Media Studies, no. 12 (April 15, 2017): 135. http://dx.doi.org/10.25038/am.v0i12.173.

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Besides representing a border dividing interior and exterior spaces, one of the primary functions of the facade is communication. What used to be inscribed in stone, concrete, wood or glass, is now communicated via digital media, which became an integral part of architecture in the information society we live in today. Even though this research includes an investigation of media-supported facades as architectural elements, a much broader discourse oriented toward relational aesthetics in urban spaces will be employed in order to analyze the new media potential of communication layers in architecture. Article received: December 26, 2016; Article accepted: January 28, 2017; Published online: April 20, 2017Original scholarly paperHow to cite this article: Stojšić, Milica. "(New) Media Facades: Architecture and/as a Medium in Urban Context." AM Journal of Art and Media Studies 12 (2017): 135-148.
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32

Karmazínová, Marcela. "Concrete Reinforced by Glass-Fibre Mesh and Their Efficient Usage in Plated Façade Components Stiffened by Rib." Advanced Materials Research 743 (August 2013): 67–72. http://dx.doi.org/10.4028/www.scientific.net/amr.743.67.

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The paper deals with the problems of the actual behaviour of glass-fibre-concrete (GFC) facade components stiffened by the rib. The results of loading tests of GFC plated panels subjected to the load simulating the effects of the wind pressuring or sucking are especially presented in the paper. Loading tests were oriented to the investigation of the actual behaviour of GFC component in the loading progress up to the failure, in particular with the accent to monitoring the strain mechanism in the loading process and subsequent the failure mechanism at reaching the ultimate load-bearing capacity. The particular test results in the form of the objective ultimate capacities obtained as the maximal loads at the failure give the important information on the properties of the plated facade panel composed of glass-fibre-concrete produced by the “splashing” method, namely in the relation to the physical-mechanical properties of the material and to the geometrical characteristics of the panel cross-section.
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33

Bedon, Chiara. "Simplified Lateral Torsional Buckling (LTB) Analysis of Glass Fins with Continuous Lateral Restraints at the Tensioned Edge." Mathematical Problems in Engineering 2021 (March 24, 2021): 1–21. http://dx.doi.org/10.1155/2021/6667373.

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Within multiple design challenges, the lateral torsional buckling (LTB) analysis and stability check of structural glass members is a well-known issue for design. Typical examples can be found not only in glass slabs with slender bracing members but also in facades and walls, where glass fins are used to brace the vertical panels against input pressures. Design loads such as wind suction give place to possible LTB of fins with LR at the tensioned edge and thus require dedicated tools. In the present investigation, the LTB analysis of structural glass fins that are intended to act as bracers for facade panels and restrained via continuous, flexible joints acting as lateral restraints (LRs) is addressed. Geometrically simplified but refined numerical models developed in Abaqus are used to perform a wide parametric study and validate the proposed analytical formulations. Special care is spent for the prediction of the elastic critical buckling moment with LRs, given that it represents the first fundamental parameter for buckling design. However, the LR stiffness and resistance on the one side and the geometrical/mechanical features of the LR glass members on the other side are mutually affected in the final LTB prediction. In the case of laminated glass (LG) members composed of two or more glass panels, moreover, further design challenges arise from the bonding level of the constituent layers. A simplified but rational analytical procedure is thus presented in this paper to support the development of a conservative and standardized LTB stability check for glass fins with LR at the tensioned edge.
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34

Sung, Uk-Joo, and Seok-Hyun Kim. "A Study on the Improvement of Double-Skin Facade Operation for Reducing Heating Load in Winter." Sustainability 11, no. 22 (November 7, 2019): 6238. http://dx.doi.org/10.3390/su11226238.

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A double-skin facade makes it possible to gain irradiance through the glass on the outer side in summer, and to increase the temperature of air flowing in the cavity so as to induce the flow of air current. Therefore, a double-skin facade is able to reduce the load of the outer skin, which is delivered from the outside to the inside in summer, and to serve as a buffer space for the internal and external environments in winter, and thereby prevent heat loss from the building envelope. Theoretical analysis was conducted to review the heat effects of a double-skin facade and to evaluate the performance of a plan for indoor load reduction. This study carried out a field measurement of a building with a double-skin facade and then analyzed the thermal phenomenon occurring in between the outer skin of the outside and the skin of the inside facing the building surface, according to the effects of irradiance going into the double-skin facade cavity. In order to propose an indoor air conditioning energy reduction plan using preheated air through the double-skin facade, this study utilized a building simulation to be implemented on the target building and then analyzed the effects of the improvement plan for the double-skin facade. A simulation model was suggested that implemented the aforementioned airflow network and analyzed the ventilation performance and energy performance according to the application of alternative plans and thermal effect. To find the actual state of operation of the double-skin facade in winter, this study measured the target building. A solar chimney-based double-skin facade was analyzed in winter. As a result, with the application of a solar chimney and a rise in its height, the available capacity of relatively larger solar heat increased, and therefore the proposed plan had excellent performance in terms of heating energy saving. When the thermal effect was applied to the solar chimney, the heating energy use effect of the solar irradiance of the double-skin facade was larger. When thermal effect was applied to a three-floor solar chimney, the heating energy use increased to about 7.6 times higher than that of the original performance of the double-skin facade.
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Zhao, Yuchao, Xu Jiang, Qilin Zhang, and Xuhong Qiang. "Simplified Material Solution for Orthotropic Symmetrical GFRP Laminates for Structural Facades." Advances in Civil Engineering 2019 (October 1, 2019): 1–15. http://dx.doi.org/10.1155/2019/1407383.

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GFRP (glass-fiber-reinforced polymer), as a composite material, possesses many favorable properties including high strength and low weight and is amenable to unique processing methods; therefore, it is a potential free-form surface material. However, the complex design theory owing to anisotropy limits its application. Thus, a simplified material solution becomes significant. In this study, the strength and stiffness of orthotropic symmetrical GFRP laminates are derived theoretically, and a simplified material solution is proposed to simplify the anisotropy as isotropy. Then, using the numerical simulation of an actual orthotropic symmetrical GFRP laminate free-form facade structure, the effectiveness of the simplified material solution is analyzed and evaluated. This solution can provide guidance for similar GFRP facades and further promote the application of GFRP in engineering.
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KIM, Jeongsoo, Hiroshi ITO, and Shin-ichi TANABE. "THE THERMAL PERFORMANCE BY FUTURE FORECAST MODEL OF GLASS FACADE BUILDINGS." Journal of Environmental Engineering (Transactions of AIJ) 74, no. 646 (2009): 1283–89. http://dx.doi.org/10.3130/aije.74.1283.

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37

Sivanerupan, S., J. L. Wilson, E. F. Gad, and N. T. K. Lam. "In-Plane Drift Capacity of Contemporary Point Fixed Glass Facade Systems." Journal of Architectural Engineering 20, no. 1 (March 2014): 04013002. http://dx.doi.org/10.1061/(asce)ae.1943-5568.0000130.

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38

YAMAYA, Tetsuo. "The Glass Facade Buildings and its Lightscape Designs in the Scandinavia." JOURNAL OF THE ILLUMINATING ENGINEERING INSTITUTE OF JAPAN 87, Appendix (2003): 113. http://dx.doi.org/10.2150/jieij1980.87.appendix_113.

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39

Laiblová, Lenka, Jan Pešta, Anuj Kumar, Petr Hájek, Ctislav Fiala, Tomáš Vlach, and Vladimír Kočí. "Environmental Impact of Textile Reinforced Concrete Facades Compared to Conventional Solutions—LCA Case Study." Materials 12, no. 19 (September 29, 2019): 3194. http://dx.doi.org/10.3390/ma12193194.

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Pitch-faced concrete is becoming a very popular element of modern architecture in the 21st century. In particular, the demand for concrete facades is increasing globally. On the other hand, climate change, environmental degradation, and limited resources are motivations for sustainable building materials. The construction industry is one the highest emitters of CO2 and other greenhouse gases, in which concrete plays a major role. Thus, reduction in the volume of concrete consumption is essential to control greenhouse gases. One approach to this problem is to use textile reinforced concrete (TRC). The main aim of the present study was to compare the subtle TRC facade made of three different types of technical textile rovings (glass, carbon, and basalt) with ordinary facades reinforced by steel reinforcement (ORC). The goal was to compare the basic environmental impact potential according to product category rules (PCR) for concrete structures. The functional unit was defined as an experimental facade with an area of 60 m2 and a 100-year lifespan. Inventory data were elaborated for concrete, steel, and textile fiber production; the building site; service life; demolition; and final disposal. The main life cycle assessment (LCA) parameters were global warming potential (GWP), ozone depletion (ODP), acidification (AP), eutrophication (EP), abiotic depletion (ADP), and photochemical oxidant creation (POCP). All the data used in the work were related to Czech Republic. Textile reinforced concrete facades appeared to be more environmentally friendly in four of six impact categories by an average of 30%. The results of the present study revealed that, in comparison to ORC, TRC has a lower environmental impact for the given conditions and thus good potential for use in sustainable construction.
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MARTOKUSUMO, Widjaja, M. Donny KOERNIAWAN, Heru W. POERBO, Nissa A. ARDIANI, and Susan H. KRISANTI. "ALGAE AND BUILDING FAÇADE REVISITED. A STUDY OF FAÇADE SYSTEM FOR INFILL DESIGN." JOURNAL OF ARCHITECTURE AND URBANISM 41, no. 4 (December 26, 2017): 296–304. http://dx.doi.org/10.3846/20297955.2017.1411847.

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Buildings account for around 30 percent of the world’s total energy consumption and a similar percentage of the world’s greenhouse gas emissions the main cause of climate change. The building sector is a major energy consumer, and empirical research reveals that carbon-dioxide emissions from the building sector exceed those of the industry and transport sectors. Contextual juxtaposition has commonly been applied in designing a new building in the historic district. In the realm of design, such philosophy-based design approach requires objective measurements. When new glass building considered, the question on greenhouse gas emissions becomes significant. To minimize energy consumption and reduce sun glare, brise-soleil and horizontal fixed shading devices have been used as elements of building’s facade. Nowadays, algae as part of building facade system have been used in creating a healthier indoor environment. This paper is written based on an on-going architectural design-based research on the use and role of algae as part of the building facade system. The new building of ITB Innovation Park is used as an infill project. With the help of modelling and extensive literature survey, this research will investigate how far the building (facade) design is affected by considerations on energy consumption pattern and environmental condition.
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Li, Xiao-Peng, Xin Wang, and Bin Feng. "Modeling and control of a novel facade cleaning robot with four-ducted fan drive." International Journal of Advanced Robotic Systems 18, no. 3 (May 1, 2021): 172988142098572. http://dx.doi.org/10.1177/1729881420985721.

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With the development of modern cities, the demand for cleaning glass curtain walls in urban skyscrapers is increasing, and therefore, many researches on facade cleaning robots have been carried out in the past few decades. In this article, a novel type of facade cleaning robot based on four-ducted fan is proposed. To improve the load capacity of the robot, the lifting and horizontal movement are, respectively, supported by an independent lifting mechanism and a lateral movement mechanism. Unlike the previous passive and active suction, the powerful suction power of the robot is provided by the four-ducted fan. Meanwhile, the obstacle-climbing force is caused by the forward of the four-ducted fan that improves the crossing obstacle ability. In addition, an incremental sliding mode algorithm is applied for controlling the posture when the robot crosses obstacles, which can ensure the stable performance of the cleaning robot under disturbance. Some simulations and experiments are conducted and the results demonstrate the effectiveness and robustness of the designed facade cleaning robot.
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Bittner, Tomáš, Michaela Kostelecká, Petr Pokorný, Miroslav Vokáč, and Petr Bouška. "Textile Concrete in Adverse Conditions." Key Engineering Materials 776 (August 2018): 59–65. http://dx.doi.org/10.4028/www.scientific.net/kem.776.59.

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Textile concrete (TRC) is a modern material that has been the subject of many scientific studies over the past two decades. It is a material based on a fine-grained cement-based matrix, fiber reinforced, fabric of acrylic-resistant glass, basalt or carbon reinforcement. The products from this material are thin-walled elements, which can be used, for example, for facade claddings elements, lost formwork, shell structures, garden architecture or for strengthening or repair of existing structural elements. This paper presents some examples of the behavior of glass reinforced textile concrete during exposure to road salts, under load of bending moment, at long-term loading at elevated temperatures, and assessment of glass fiber resistance during exposure simulating concrete pore solution.
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Zolotareva, L. A., A. R. Lebedinskaya, and S. E. Komarova. "Analysis of wind load impact on the high-rise buildings glass facade." IOP Conference Series: Materials Science and Engineering 698 (December 18, 2019): 022046. http://dx.doi.org/10.1088/1757-899x/698/2/022046.

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Wang, Wei, Boyan Tang, Houxiang Zhang, and Guanghua Zong. "Robotic cleaning system for glass facade of high‐rise airport control tower." Industrial Robot: An International Journal 37, no. 5 (August 24, 2010): 469–78. http://dx.doi.org/10.1108/01439911011063290.

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45

Rakhshandehroo, Mehdi, Mohd Johari Mohd Yusof, and Meysam Deghati Najd. "Green Façade (Vertical Greening): Benefits and Threats." Applied Mechanics and Materials 747 (March 2015): 12–15. http://dx.doi.org/10.4028/www.scientific.net/amm.747.12.

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In the challenge of development in dense urban areas and environmental preservation, sustainability is a significant requirement where green facade (vertical greening) is one of those approaches that flourished during the last decade although it is not a new concept. Hanging or vertical garden, vertical vegetable farms, balcony garden, container or planter box greening, green or eco building, green roof or rooftop garden, wall planter, and green envelop are all different aspects of this idea that demonstrate how wide this landscape can be. Greening the building envelope with vegetation can be used as a mean to restore the environmental conditions in dense urban areas. Designers can look for enhanced solutions where the façades are more than tinted glass barrier. Several researches have proven the environmental benefits of green facade on both new and existing buildings. They can be applied for mitigating the effect of urban heat island, increasing biodiversity and ecological value, insulating against environmental impact, outdoor and indoor comfort, social and psychological wellbeing and enhancement of air quality for city dwellers. This article discusses different systems of the green facade as a method of sustainable development.
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46

Ávila Ferreira, Vinícius, and Edison Claro de Moraes. "The impact of the cracks in the window." INTER-NOISE and NOISE-CON Congress and Conference Proceedings 263, no. 2 (August 1, 2021): 4037–40. http://dx.doi.org/10.3397/in-2021-2583.

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When we talk about the acoustic insulation performance of a building facade, we know that its weakest link is the frame that makes it up. We soon know that great performance on the part of this component is necessary so that the facade assembly can obtain high levels of insulation. Although there are several lines and models of frames, each with two unique characteristics and varied acoustic performance, they have a similarity in their result curve. where at high frequencies it becomes a decisive point for your result. In this work, we will analyze the vulnerable points of a typology of mitering, focusing on its cracks and the impact that each one has on its result; as well as measures that can be taken so that the frame can acquire great acoustic performance, without changing the profile lines or glass thickness.
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Miloshevska Janakieska, Marija, Martina Zbašnik-Senegačnik, Kiril Gramatikov, and Manja Kitek Kuzman. "Architect's Perception of Glass Facade and Living Comfort in Office Buildings in Macedonia." Igra ustvarjalnosti - Creativity Game 2018, no. 06 (2018): 058–65. http://dx.doi.org/10.15292/iu-cg.2018.06.058-065.

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48

Daryanto, Daryanto. "Comparative Study of Heat Transfer in Double Skin Facades on High-Rise Office Building in Jakarta." Applied Mechanics and Materials 170-173 (May 2012): 2751–55. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.2751.

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Building envelope on high-rise office buildings have an important role of energy consumed. There are many methods and techniques that can be used to achieve this goal through energy efficiency for building envelope in the tropic area. The use of glass material becomes one of the alternatives that offer a more attractive appearance. Although the double skin facades (DSF) has been widely applied, but research on the thermal performance and behavior of the wind is still scarce for the tropics, so it is interesting to note related to energy conservation. To obtain a clear picture of the heat transfer and airflow, the research was conducted on the two office buildings with the same orientation and location but they were different on the building envelope. The study was conducted by the field measurements and simulation using CFD-ACE + software, to determine the performance of the heat transfer and behavior of airflow in the double skin facades. The results indicate that the role of wind on the design building envelope has an influence on the heat transfer and energy savings. Key words: wind, double skin facade, heat transfer, CFD, energy
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49

Vlach, Tomáš, Lenka Laiblová, Michal Ženíšek, Jakub Řepka, and Petr Hájek. "Soft Insert for Support Modeling of Slightly Textile Reinforced Concrete." Key Engineering Materials 760 (January 2018): 158–63. http://dx.doi.org/10.4028/www.scientific.net/kem.760.158.

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This paper presents a model of small experimental facade panel using four-point bending test. The facade panel with dimensions 100 x 360 mm and thickness approximately 18 mm was slightly reinforced using two layers of impregnated technical fabric from AR-glass roving. The amount of reinforcement in cross-sectional area of the concrete element is small and it is a reason of plastic joints initiation under the loading supports. The purpose of this experiment was validation of all used material parameters from the previous research in the program for nonlinear analysis of concrete and reinforced concrete Atena Engineering. For slightly reinforced concrete elements are monitored parameters better visible especially interaction between reinforcement and used concrete. The load transfer to the concrete element from the testing machine is typically modeled using some small steel plate. This paper shows the difference in results if we insert another flexible plate between the steel plate and the concrete element with a small defined stiffness.
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Nečasová, Barbora, Pavel Liška, Martina Šimáčková, and Jiří Šlanhof. "Test of Adhesion and Cohesion of Silicone Sealants on Facade Cladding Materials within Extreme Weather Conditions." Advanced Materials Research 1041 (October 2014): 23–26. http://dx.doi.org/10.4028/www.scientific.net/amr.1041.23.

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This research was carried out as part of project MPO FR - TI4/332 – New Technologies of Bonded Facade Cladding with Anchor Elements with Increased Resistance to Corrosion.This contribution concerns tests carried out to investigate the tensile properties of silicone sealants for use with facade cladding materials. The experimental part of the research is aimed at ascertaining the technical properties of sealants via the cyclic alternation of extension and compression of test specimens in test moulds. For the tests, industrially manufactured neutral and universal silicones were chosen from three different manufacturers. The aim of the research was to discover any differences that might appear in their resistance against alternating maintained extension and compression of the specimens under extreme temperature conditions, i.e. a high temperature of (70+2) °C and a temperature simulating freezing, i.e. (-20+2) °C. The cladding material used was fibre-cement composite boards (known as Cembonit), ceramic and glass cement facade claddings.The result of the measurements taken is a summary in which effective and unsuitable combinations of sealants and test substrates are outlined. The main conclusion is the fact that it is not possible to responsibly choose a suitable material without taking appropriate measurements or having previous experience. A secondary conclusion to this article is the fact that there are significant differences between individual sealants in the results they provide in combination with specific cladding material.
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