Others also read
| The main challenge in the design of the duplex façade was the high aesthetical performance that the façade had to meet.
Investigations on the Cold Bending Behaviour of a Double Glazing Unit with a Rigid Edge-Spacer Frame
| In this study, the bending process of specially-fabricated double glazing units (‘panels’) is investigated with a focus on a local instability phenomenon.
| This work discusses the results from first feasibility investigations dealing with the choice of adhesive and identifying a suitable activation procedure for Fe-SMA strips adhesively bonded to glass elements.
| Introducing BIPV and WIPV solar window systems
| In this paper, we present the development of an intrinsic parameter σQM characterizing the sensitivity of a coating (or configuration) to the quench marks.
| This paper presents work undergone for a set of four high-rise towers, featuring 11,136 unique cold-bentpanels, hundreds of which are pushed beyond 250mm.
| The paper presents the results of FEM analysis as well as tests performed on double glazed units including Sikasil® IG-25 secondary sealing joints and SikaGlaze® IG-5 PIB as primary seal.
| The paper undertakes a review of basic interlayer stack data with regards to viscoelastic properties and adhesion, and the engineering hypotheses using recent preliminary fitting test results for various loading schemes.
| This paper sheds some light on the challenges to build with high performing glazing façade systems (originally called curtain wall systems) while efficiently utilising resources and reducing its manufacturing embodied carbon.
| This research revolves around the design, fabrication and testing of tubular glass columns, with particular focus on their redundancy and fire-safety mechanisms.
| This paper gives an overview of the requirements of a ship structure, and more specifically yacht structures, and describes the challenges associated with using glass as a fully integrated structural component.
| The goal of this work is to investigate the mechanical performance of VIG’s subjected to soft body impact and gain insight into the failure mechanisms of the VIG when exposed to dynamic loads.
| This paper discusses the structural response of cable-supported glass façades, through time history finite element (FE) analyses, under different wind action combinations.
| Ground rules emerging from built case studies on adhesive selection and experimental validation.
| The economy globalizes. The industries concentrate. The productions become uniform. Cultural specificities disappear. About architecture and glass in architecture, it is the same phenomenon.
Investigations on Linear Silicone Joints for Glass-Metal Elements with Composite Structural Behavior
| In this article, experimental and numerical results obtained for linear structural silicone joints between glass and stainless steel substrates, investigated separately under tensile and under shear loading, are discussed.
| This work focuses on the Transparent Structural Silicone Adhesive (TSSA), produced by Dow Corning.
| The intention of this paper is to address this gap with the aid of photoelasticity as an indirect measuring method in a coordinated way with numerical simulation based on finite element analysis.
| Industrial manufacture of solar building components and their integration into the building planning process
| Eurocode-compliant, mesh-independent approach using the FEM
| Overview, Case Studies and Future Potentials
| Thin glass offers the possibility for lightweight and flexible glass façades that could change shape depending on external conditions.
| This paper focuses on a recently developed concept, in which glass is combined with timber to provide post-breakage strength and ductility.
A Novel, Demountable Structural Glass System Out of Dry-Assembly, Interlocking Cast Glass Components
| Combining transparency with a high compressive strength, glass enables us to make diaphanous load-bearing compressive members, from beams and columns to free-standing facades and entire glass structures.
| The project HYbrid GLAss-Steel Stele (HYGLASS) aims at the realization of a cantilevering hybrid vertical structure working as a stand-alone or a grid-connected smart tower.