Racking resistance of timber-glass wall elements using different types of adhesives

Štrukelj, Andrej; Ber, Boštjan; Premrov, Miroslav

doi:10.1016/j.conbuildmat.2015.05.112

Cited by 14 publications

(7 citation statements)

References 6 publications

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“…Тестиран је утицај више врста веза са различитим начином ослањањадиректно чеоно ослањање, бочно обострано и бочно једнострано ослањање. У чланку [4], стаклени панели се користе за укрућење дрвених оквира. Веза између панела и оквира је епокси, силиокон или полиуретан.…”

Section: уводunclassified

Čelični Okviri Sa Ispunom Od Klirita Ili Stakla Pod Cikličnim Opterećenjem

Nestorović¹,

Terzović²,

Mandić³

2016

Zbornik GFS

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Section: уводunclassified

Čelični Okviri Sa Ispunom Od Klirita Ili Stakla Pod Cikličnim Opterećenjem

Nestorović¹,

Terzović²,

Mandić³

2016

Zbornik GFS

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“…The samples demonstrated an exceptionally high bearing capacity, but with a very limited ductility. When such systems are used in structures, the required ductility can be achieved through adequate selection of mechanical fasteners [31]. The system behaves differently when a polyurethane adhesive is used.…”

Section: Behaviour Of Timber-structural Glass Composite Systems Subjementioning

confidence: 99%

“…During the testing, defects appeared on the line where glass was bonded to timber, but no composite system failure was registered. Even though the system's ductility level was satisfactory, the timber and glass separation occurred relatively quickly, and the basic loadbearing capacity was lost [31]. Tests with composites involving various adhesives served for further cyclic and dynamic testing.…”

Section: Behaviour Of Timber-structural Glass Composite Systems Subjementioning

confidence: 99%

“…The testing showed that the racking resistance in all tested samples (except when epoxy glues were used) is much lower than the rigidity of standard load-bearing wall elements with, for instance, OSB panels, which added to the issue of meeting boundary usability state. The same group of authors (Ber, Premrov, Dujič, Šušteršič) published several articles on earthquake-resistant timberglass composite systems [28][29][30][31]. Samples measuring 2.4 m × 2.4 m were tested, with glass being bonded to a timber frame with the single-component polyurethane epoxy glue.…”

Section: Behaviour Of Timber-structural Glass Composite Systems Subjementioning

confidence: 99%

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Kompozitni sustavi drvo - nosivo staklo u potresnom okruženju

2016

JCE

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Timber-structural glass composite systems in earthquake environmentStructural glass combined with a timber frame is a composite system that has a predisposition for good behavior during an earthquake, it is energy-efficient and cost-effective, aesthetically acceptable and has a good load-bearing characteristics. In recent years, several research projects of composite systems timber -structural glass are in progress and according to the present results basic guidelines for further research can be determined. Key words:load-bearing glass, timber -structural glass composite systems, earthquake, Eurocode 5, Eurocode 8 Pregledni radMislav Stepinac, Vlatka Rajčić, Roko Žarnić Kompozitni sustavi drvo -nosivo staklo u potresnom okruženju Nosivo staklo u kombinaciji s drvenim okvirom predstavlja kompozitni sustav koji ima predispozicije za dobro ponašanje prilikom potresa, istovremeno je energetski efikasno i isplativo, estetski prihvatljivo te ima dobre nosive karakteristike. U novije vrijeme provedeno je nekoliko istraživanja kompozitnih sustava drvo -nosivo staklo te se prema rezultatima tih ispitivanja mogu odrediti osnovne smjernice daljnjih istraživanja. Holz-Glas-Verbundsysteme in erdbebengefährdeter UmgebungTragendes Glas in der Kombination mit Holzrahmen stellt ein Verbundsystem dar, das die Voraussetzungen für ein günstiges Verhalten bei Erdbebeneinwirkungen erfüllt. Gleichzeitig ist es energieeffizient und ökonomisch, ästhetisch angemessen und hat gute Eigenschaften in Bezug auf die Tragfähigkeit. In neuerer Zeit wurden bereits einige Untersuchungen von Holz-Glas-Verbundsystemen durchgeführt, so dass anhand von entsprechenden Prüfresultaten grundlegende Richtlinien für weitere Untersuchungen gegeben werden können.

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“…Indeed, the performances of shear walls were extensively investigated in [17][18][19]. More recently, some researchers used glass panels to stiffen a steel framework [20] and as hybrid shear walls by the adhesive bonding [21] or friction connecting [22] of a glass pane to a wooden frame. A substantial lack of planar or spatial hybrid pre-stressed constructional systems is observed to date, and therefore a globally high-redundant hybrid system to tackle the challenge of transparent long spans is missing.…”

Section: Challenges With Structural Glassmentioning

confidence: 99%

The TVT Glass Pavilion: Theoretical Study on a Highly Transparent Building Made with Long-Spanned TVT Portals Braced with Hybrid Glass-Steel Panels

Froli

Laccone

Maesano³

2017

Buildings

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Abstract:In contemporary buildings, the architectural demand for a complete dematerialisation of load bearing structures can be satisfied only in limited cases with the exclusive structural use of glass. Otherwise, for challenging applications such as long spanned or high-rise structures, the use of hybrid glass-steel systems is mandatory. Glass, fragile but highly compressive resistant, is associated with steel, ductile and tensile resistant. The present research shows the feasibility study for a fully glazed pavilion made of six TVT (Travi Vitree Tensegrity) portal frames longitudinally braced by pre-stressed hybrid glass panels. The frames are about 20 m in span and 8 m in height. Appropriate multiscalar FEM numerical analyses, calibrated on the collapse tests performed on previous TVT large-scale prototypes, stated that the structural performance would be able to withstand heavy static and dynamic loads and stated the observance of the Fail-Safe Design principles.

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Racking resistance of timber-glass wall elements using different types of adhesives

Cited by 14 publications

References 6 publications

Čelični Okviri Sa Ispunom Od Klirita Ili Stakla Pod Cikličnim Opterećenjem

Čelični Okviri Sa Ispunom Od Klirita Ili Stakla Pod Cikličnim Opterećenjem

Kompozitni sustavi drvo - nosivo staklo u potresnom okruženju

The TVT Glass Pavilion: Theoretical Study on a Highly Transparent Building Made with Long-Spanned TVT Portals Braced with Hybrid Glass-Steel Panels

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