Response of laminated glass-CLT structural components to reverse-cyclic lateral loading

Žarnić, Roko; Rajčić, Vlatka; Kržan, Mojca

doi:10.1016/j.conbuildmat.2019.117509

Cited by 10 publications

(20 citation statements)

References 17 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The applicability of such a calculation approach was already verified by the experimental results reported in (Rajčić and Žarnić, 2013;Žarnić et al, 2020), in the case of in-plane laterally loaded frames. According to Fig.…”

Section: Figmentioning

confidence: 62%

“…A decade-long investigation on the structural characteristics and typical response mechanism of "glass infilled CLT frames" (Rajčić and Žarnić, 2013;Antolinc, 2013;Žarnić et al, 2020) delivered appropriate data for the development of design procedures and guidelines. These rules apply to novel structural systems constructed with, or existing structural systems upgraded by novel hybrid facade components, for buildings located in both non-seismic and seismic-prone areas.…”

Section: Brief Guidelines Of Structural Designmentioning

confidence: 99%

“… Strength degradation due to subsequent repetitions of story drifts  Relative story drift capacity  Energy dissipation capacity All these parameters, see (Rajčić and Žarnić, 2013;Žarnić et al, 2020), were observed in a favourable range of variation. Experimental investigations, more in detail, proved that the expected strength degradation due to three subsequent lateral loading cycles is very low, in comparison to other types of structural components (masonry or reinforced concrete).…”

Section: Figmentioning

confidence: 99%

“…Among others, it was shown through the Croatian VETROLIGNUM project that structurally efficient Cross Laminated Timber (CLT)-glass hybrid systems can be used in buildings, taking advantage of frictional contact interactions between glass and timber only (www.grad.unizg.hr/vetrolignum). The load-bearing efficiency, as well as structural stability and usability of the novel design concept was explored in (Rajčić and Žarnić, 2013;Antolinc, 2013;Žarnić et al, 2020). (Žarnić et al, 2020) Based on Fig.…”

Section: Introductionmentioning

confidence: 99%

See 3 more Smart Citations

Basis of Guidelines for Structural Design and Thermal Assessment of Buildings with Hybrid CLT-Glass Elements

Perković¹,

Rajčić²,

Bedon³

et al. 2020

International Journal of Structural Glass and Advanced Material

Self Cite

View full text Add to dashboard Cite

Facade elements are known to represent a building component with multiple performance parameters to satisfy. Among others, "advanced facades" take advantage from hybrid solutions, like the assemblage of laminated materials. In addition to enhanced mechanical properties that are typical of optimally composed hybrid structural components, these systems are energy efficient, durable and offer lightening comfort and optimal thermal performance. This is the case of the structural solution developed in joint research efforts of University of Zagreb and University of Ljubljana, within the Croatian VETROLIGNUM project. The design concept involves the mechanical interaction of timber and glass load-bearing members, without sealing or glued glass-to-timber surfaces. Laminated glass infilled timber frames are in fact recognized as a new generation of structural members with relevant load-carrying capacity (and especially the enhancement of earthquake resistance of framed systems), but also energy-efficient and cost-effective solutions. In this paper, brief guidelines for the optimal structural design of glass infilled Cross-Laminated Timber (CLT) framed systems are presented. A special focus is then dedicated to the thermal performance assessment of these innovative CLT-glass facade modules under ordinary operational conditions. Finite Element numerical models of single elements are developed to reproduce a full-size mock-up building. The actual thermal performance is thus carried out with the support of continuous ambient records. The numerical results show that the CLT-glass composite facade system can be efficient and offer stable performances, in line with national and European standards requirements.

show abstract

Section: Figmentioning

confidence: 62%

Section: Brief Guidelines Of Structural Designmentioning

confidence: 99%

Section: Figmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

See 2 more Smart Citations

Basis of Guidelines for Structural Design and Thermal Assessment of Buildings with Hybrid CLT-Glass Elements

Perković¹,

Rajčić²,

Bedon³

et al. 2020

International Journal of Structural Glass and Advanced Material

Self Cite

View full text Add to dashboard Cite

show abstract

“…The panel was developed inside the VETROLIGNUM project (www.grad.unizg.hr/vetrolignum). A series of tests whose results are published in [7][8][9] have demonstrated good load-bearing capacity for static and dynamic loads, good stability, serviceability, earthquake resistance and excellent ability to dissipate seismic energy by friction and ductile behaviour of connector in the corner of the CLT frame.…”

Section: Of 24mentioning

confidence: 99%

Thermal and Energy-Efficiency Assessment of Novel Hybrid CLT-Glass Facade Elements

Rajčić¹,

Perković²,

Bedon³

et al. 2020

Preprint

Self Cite

View full text Add to dashboard Cite

Facade elements are known to represent a building component with multiple performance parameters to satisfy. Among others, "advanced facades" take advantage of hybrid solutions, like the assemblage of laminated materials. In addition to enhanced mechanical properties that are typical of optimally composed hybrid structural components, these systems are energy-efficient, durable, and offer lightening comfort and optimal thermal performance. This is the case of the structural solution developed in joint research efforts of the University of Zagreb and the University of Ljubljana, within the Croatian Science Foundation VETROLIGNUM project. The design concept involves the mechanical interaction of timber and glass load-bearing members, without sealing or bonded glass-to-timber surfaces. Laminated glass infilled timber frames are recognized as a new generation of structural members with relevant load-carrying capacity (and especially the enhancement of earthquake resistance of framed systems), but also energy-efficient and cost-effective solutions. In this paper, a special focus is then dedicated to the thermal performance assessment of these innovative CLT-glass facade modules under ordinary operational conditions. Numerical modelling of a full-scale mock-up building is first presented, by taking advantage of continuous ambient records of environmental and thermal comfort parameters. Afterward, a more detailed Finite Element (FE) numerical analysis is carried out at the component level (CLT-glass facade element). The numerical results show that the even the use of a bare / thermally no optimized CLT-glass composite panel for facade systems can be energy efficient and offer stable thermal performances, that are almost in line with national and European standards requirements.

show abstract

Energy dissipation in adhesive and bolted pultruded GFRP double-lap joints under cyclic loading

Eslami

Yanes-Armas

Keller

2020

Composite Structures

View full text Add to dashboard Cite

Response of laminated glass-CLT structural components to reverse-cyclic lateral loading

Cited by 10 publications

References 17 publications

Basis of Guidelines for Structural Design and Thermal Assessment of Buildings with Hybrid CLT-Glass Elements

Basis of Guidelines for Structural Design and Thermal Assessment of Buildings with Hybrid CLT-Glass Elements

Thermal and Energy-Efficiency Assessment of Novel Hybrid CLT-Glass Facade Elements

Energy dissipation in adhesive and bolted pultruded GFRP double-lap joints under cyclic loading

Contact Info

Product

Resources

About