Structural assessment of glass used in façade industry

Load transmission from one element to another is achieved using steel connections, making them an integral part of any structural design. This article examines the differences between the American Codes (AISC) and Eurocode 3 for the design and analysis of steel connections. Moment connections' stiffness, strength, and ductility as expressed in both codes are the core focus of this research. Each tactic's advantages and disadvantages have been detailed, and the effect of seismic load on steel connection design has been investigated. The feasibility of using techniques like haunches and stiffeners to enhance connection design is also explored. The study focuses on moment connections and how they fare under different loads and conditions like stiffness, strength, and ductility. Additionally, the effect of seismic loading on the development of steel connections is analyzed. Finally, the significance of testing and documentation to guarantee the safety and dependability of steel connections has been evaluated. This research can help engineers select a suitable code and connection typology for their projects for improved performance of the overall structural behaviour.

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Frequency calculation method and wind-induced dynamic response of cable net façades considering the façade stiffness

Zhou

Peng

et al. 2023

Structures

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Structural assessment of glass used in façade industry

Cited by 7 publications

References 21 publications

Using a Full-Scale Mock-Up of Skylight to Evaluate Its Performance Following Standards Criteria

Using a Full-Scale Mock-Up of Skylight to Evaluate Its Performance Following Standards Criteria

A comparative analysis of design and analysis methods for steel connections: contrasting American and European perspectives

Frequency calculation method and wind-induced dynamic response of cable net façades considering the façade stiffness

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