Papers

17 results

  • Advanced Simulation for Thermal Stress Assessment

    • Paper by Andrea Zani · Jamie Reyes · Guido Lori · Jacob Hanke · Giacomo Zangiacomi

    In recent years, the desire for increased performance, transparency and visual flatness of glazing elements in curtain walls has generated renewed

  • Case Study: Renovation of Fountain Place

    • Paper by Alfonso Lopez P.E. · David Dunham P.E · Diarmuid Kelleher P.E., S.E.

    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

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

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

    • Paper by Nabhajit Goswami; Student, ngoswami@mtu.edu Stephen M Morse; Assistant Professor, Civil and Environmental Engineering Assistant Professor, Mechanical Engineering-Engineering Mechanics Michigan Tech University, smmorse@mtu.edu

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

  • Control Tower Glass Design featured image

    Control Tower Glass Design

    • Paper by Daniel McCormick, P.E., PMP, M.ASCE, Federal Aviation Administration Stephen M. Morse, Ph.D., P.E., M.ASCE, Assistant Professor Scott H. Norville, Ph.D., P.E., F.FTI, F.ASTM, F.ASCE, Professor

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

  • Fixed Edge Supports

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

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

  • Addressing Embodied Carbon

    • Paper by Helen Sanders, PhD · Adam Nizich

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

  • 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)

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

  • 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

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

  • 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

    <p>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…

  • The Glass Failure Prediction Model featured image

    The Glass Failure Prediction Model

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

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

  • Glazing Design By ASTM E 1300

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

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

  • Museum of Fine Arts, Houston featured image

    Museum of Fine Arts, Houston

    • Paper by Roman Schieber, Thorsten Helbig,

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

  • 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

  • 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