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September 14, 2026Buildings0 citationsOpen Access

Structural Design Methodology for Spatial Frameless Glass Structures

Methodology for Structural Design of Spatial Frameless Glass Structures

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Authors

PCPei-Shan ChenMTMitsuhiro TokudaKKKeita Kushino

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Overview

Methodological study demonstrates an allowable stress design framework for spatial frameless glass panels, indicating reliable safety against seismic and wind actions.

Key Points

  • To establish an Allowable Stress Design (ASD) methodology for spatial frameless glass structures where toughened glass panels act as primary load-bearing members.
  • Synthesized experimental results and theoretical formulations to evaluate allowable stresses under in-plane compression and in-plane bending.
  • Derived allowable load-carrying capacities and mechanical spring constants for bolted joints.
  • Developed an equivalent beam modeling procedure to simulate glass panels under seismic and wind load actions.
  • Formulated design criteria for allowable stresses in toughened glass subjected to combined in-plane structural loads.
  • Established analytical expressions for bolted joint capacities and rotational spring stiffness for structural modeling.
  • Demonstrated structural safety verification through equivalent beam modeling under environmental and seismic design actions.

Cite This Study

Chen et al. (2026) studied this question.

synapsesocial.com/papers/6aa7b29f0926e14a848b1159https://doi.org/10.3390/buildings16183631
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