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  • Advances in Effective Thickness featured image

    Advances in Effective Thickness

    • Paper by Adam J Nizich, P.E., Senior Consulting Engineer Andrea M. La Greca, P.E., Consulting Engineer Laura Galuppi, PhD, Assistant Professor of Solid and Structural Mechanics

    Effective thickness is a simplified method for the structural evaluation of laminated glass section properties. The method consists of defining the e…

  • Case Study: Renovation of Fountain Place featured image

    Case Study: Renovation of Fountain Place

    • Paper by Alfonso Lopez P.E., Principal and CEO David Dunham P.E, Director of Business Development Diarmuid Kelleher P.E., S.E., Director of Engineering

    Fountain Place is a project that exemplifies the latest technology and applications in building skin design and jumbo structural glass applications, …

  • Insulating Glass Unit Gas Loss

    • Paper by Mark K. Schmidt, M.Eng., S.E., Principal and Unit Manager Stephen M. Morse, PhD, P.E., Assistant Professor

    Concerns over time-dependent argon permeation through the perimeter edge seals of insulating glass units (IGUs) led the authors to utilize two commer…

  • Comparison of Historical Weathered Annealed Glass Failure Data to ASTM E1300

    • Paper by Nabhajit Goswami; Student · Stephen M Morse; Assistant Professor, Civil and Environmental Engineering Assistant Professor, Mechanical Engineering-Engineering Mechanics Michigan Tech University

    Historical published weathered annealed failure data consisting of 13 samples were collected and glass failure prediction model surface flaw paramete…

  • Control Tower Glass Design

    • Paper by Daniel McCormick, P.E., PMP, M.ASCE · Stephen M. Morse, Ph.D., P.E., M.ASCE · Scott H. Norville, Ph.D., P.E., F.FTI, F.ASTM, F.ASCE

    ASTM published the first version of ASTM E2461-05: Standard Practice for Determining the Thickness of Glass in Airport Traffic Control Tower Cabs in …

  • Fixed Edge Supports featured image

    Fixed Edge Supports

    • Paper by James G. Soules, Ph.D., P.E., S.E., P.Eng., SECB, F.SEI, F.ASCE, Visiting Scholar Stephen M. Morse, Ph.D., P.E., M.ASCE, Assistant Professor Scott H. Norville, P.E., Ph.D., Professor

    Model building codes and standards in the United States use a probabilistic model to define glass load resistance (LR). In general, these model build…

  • Addressing Embodied Carbon featured image

    Addressing Embodied Carbon

    • Paper by Helen Sanders, PhD, General Manager Adam Nizich, Senior Consulting Engineer

    Reducing greenhouse gas emissions from the building sector is critical to limiting global temperature rise to less than 1.5⁰C. Construction and build…

  • Advances in Laminated Glass Engineering

    • Paper by Richard Green PE (WA, NY, TX, CO, OR, MT), M.IEAUST CPEng, NER(Aus), APEC Engineer, IntPE(Aus), RBP(Vic), Principal - Owner

    The stability of monolithic glass fins is reasonably well defined; as an elastic material it behaves in a similar manner to other elastic materials s…

  • Simplicity is Deceiving featured image

    Simplicity is Deceiving

    • Paper by Giovanni De Mari, BSc(Hons) MScEng Ing CEng MICE, Senior Engineer Kerry Hegedus, architect (WA, AZ), architect, senior associate

    The case study presented is a 195 meters tall office tower with a raised podium made of 16 meters full height glass panels (and smaller). The panels …

  • The Glass Failure Prediction Model

    • Paper by James G. Soules, P.E., S.E., P.Eng., SECB, F. SEI, F. ASCE · Stephen M. Morse, P.E., Ph.D., A.M, ASTM · H. Scott Norville, P.E., Ph.D., F. FTI, F. ASCE, F. ASTM

    ASTM E 1300 Standard Practice for Determining Load Resistance (LR) of Glass in Buildings defines the load resistance of a glass construction as being…

  • Glazing Design By ASTM E 1300 featured image

    Glazing Design By ASTM E 1300

    • Paper by H. Scott Norville, P.E., Ph.D., F. FTI, F. ASCE, F. ASTM, Professor Stephen M. Morse, P.E., Ph.D., A.M, ASTM, Assistant Professor of Civil and Environmental Engineering James G. Soules, P.E., S.E., P.Eng., SECB, F. SEI, F. ASCE, Graduate Student, Department of Civil, Environmental, and Construction Engineering

    ASTM E 1300 “Standard Practice for Determining Load Resistance of Glass in Buildings” defines the load resistance of a glass construction as being th…

  • Museum of Fine Arts, Houston featured image

    Museum of Fine Arts, Houston

    • Paper by Roman Schieber, Thorsten Helbig,

    Steven Holl Architects designed two new buildings in the Museum District in Houston, Texas. Knippers Helbig is the facade consultant of both projects…

  • Designing Structural Laminated Glass

    • Paper by Vaughn Schauss

    Laminated glass with standard PVB has long been used for safety and security due to its ability to adhere the broken glass fragments together. As the…

  • Glass Strength Under Point Loading

    • Paper by Joshua Schultz, Ph.D, P.E., LEED AP, ENV SP · John Knowles, PE SE · Kedar Malusare

    Structural glass is used in a range of building applications, and while the ASTM E1300 has recently been updated to provide a design method to accoun…

  • Adaptive Facades featured image

    Adaptive Facades

    • Paper by Walter Haase, Werner Sobek, Enrica Oliva, Michele Andaloro,

    Facade engineering aims at appropriately balancing the demands imposed by the context and the capabilities inherent to the materials, the geometries …