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| Unitised Façade System Designed with a Highly Transparent Façade of Low G-value Combined with Blast Requirements
| For years and years research, development and discussions have been made on the safety of glass structures.
| Building code requirements for wind-borne debris protection have been in existence since the mid- 1990s, and as a result, many glazing systems have been tested and certified to these performance requirements.
| For nearly 50 years, glass has been used as structural elements in glass fin applications. These applications include interior and exterior projects, supporting facades, canopies, storefronts, curtain walls and skylights.
| This article is dedicated to dynamic glazing in the façade. This is an update of the articles on smart products in the façade I and II published in March 2019 and May 2020.
| Connecting glass with heat bonds is a way to create all-transparent glass structures. Two methods have been researched in theory and practice, glass welding, through local heating, and glass fusion through global heating.
| This research investigates the potential of glass as a new design tool to highlight and safeguard our historic structures.
| This paper focuses on the geometric optimization of the free-form gridshell towards planar quad glass units.
| UNStudio made a beautiful design for the C&A building with a lots of glass elements to connect with the buildings around.
| The Swiss society of engineers and architects (SIA) initiated a structural glass standard committee with the task to develop a Swiss glass design standard.
| The present work uses non-linear material laws for FEA and exhibits the behavior of the sealant joint in various load scenarios on several projects.
| The present paper presents an ongoing research project considering the failure of glass at high strain-rates. It provides a brief review of existing studies showing a strength increase with loading rates relevant for e.g. blast loads.
| In this work, a combined Voronoi and finite-discrete element method (FDEM) approach for reconstructing the post-fracture model of laminated glass (LG) was proposed.
| This paper gives an overview of experimental research performed on glazing subjected to fire loading.
| The load-bearing capacity of glass as a structural material as well as sustainability and resistance of a built-in glass against appearing loads and forces is assuming an ever-greater importance.
| This study forms part of a wider research programme that aims to better address the end-of-life challenges and opportunities in façade design for re-use.
| This paper presents the experimental results of a three-point bending test conducted on laminated glass at elevated temperature in an environmental chamber.
| Dynamic mechanical analysis (DMA) experiments were carried out on three different Saflex® interlayers from commercial production, all at a nominal thickness of 0.76 mm.
| The study describes the results of the principal applicability of fiber optic strain sensors to evaluate the structural behaviour of laminated glass and provides the basis to define a model for the material characteristics of viscoelastic interlayers.
| In today’s architecture the bending of glass plays an important role in achieving free forms in modern façades.
| The aim of this paper is to identify and discuss challenges with the assumption that the SSG is isolated from the glass self-weight and provide a better understanding on the complexity of SSG systems.
| The simulation tool provides an accurate definition of the internal pressure, deflection and stress on glass panels and forces through the sealant silicone with a reduced pre-post and calculation time, being ideal for parametric studies.
| The determination of interlayer modulus data is complex.
| Here, comparisons are made with numerical analyses, performed by implementing an ad hoc routine in the software Straus7, developed by Maffeis Engineering.