Curtain Wall Systems 2013
DOI: 10.1061/9780784412701.ch11
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New Developments in Curtain Wall and Glazing Systems

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Cited by 8 publications
(12 citation statements)
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“…Eurocode 8 [17] offers permissible inter storey drift ratio values for damage control in non-structural elements under various conditions: 0.5%, 0.75% and 1% for brittle nonstructural elements attached to the structure and for ductile non-structural elements or those integrated without obstructing structural deformation, respectively. New Zealand standard for structural design actions, NZS 1170.5 [18], dictates that a glass CW is considered to have failed when the relative displacement attains the larger of [15]. two values: either 1/250 of the span or twice the width of the glass clearance.…”
Section: Seismic Eventsmentioning
confidence: 99%
See 1 more Smart Citation
“…Eurocode 8 [17] offers permissible inter storey drift ratio values for damage control in non-structural elements under various conditions: 0.5%, 0.75% and 1% for brittle nonstructural elements attached to the structure and for ductile non-structural elements or those integrated without obstructing structural deformation, respectively. New Zealand standard for structural design actions, NZS 1170.5 [18], dictates that a glass CW is considered to have failed when the relative displacement attains the larger of [15]. two values: either 1/250 of the span or twice the width of the glass clearance.…”
Section: Seismic Eventsmentioning
confidence: 99%
“…This dynamic assessment, conducted with incremental concatenated sine waves following a crescendo pattern as depicted in Figure 5, mimics the stress dynamics experienced during seismic events. According to the protocol (more details about the incremental step loads can be found in [15]), the crescendo test should continue until one of these conditions is met: (1) a glass piece with an area of at least 645 mm 2 falls out, (2) the drift index (defined as the lateral displacement at the top of the glass panel divided by the glass panel height) is equal to or exceeds 0.1 (equivalent to 10%) or (3) a maximum racking displacement of 152.4 mm is reached. These criteria determine when the test concludes.…”
Section: Illustration Of Geometric Parameters To Determine Drift At I...mentioning
confidence: 99%
“…The curtain wall has become an icon of developing cities. These structural elements are often the subject of analysis, and many researchers see the enormous energy-saving potential [20]. Apart from the disadvantage of summer overheating, these fully glazed systems also have a positive side.…”
Section: Solar Gains Through Transparent Surfacesmentioning
confidence: 99%
“…Curtain wall is a non-load bearing element of the building envelope that serves the primary function of separating the roofed and conditioned space of the building from its unconditioned surrounding (Martabid and Mourgues, 2015). It has been identified as a building element which may critically impact LCA of a building (Memari, 2013). In addition, curtain walls can be made from a diverse range of materials, each with different lifespans, designs and technologies, and thus different performance (Kazmierczak, 2010).…”
Section: Case Studymentioning
confidence: 99%