Papers

23 results

  • Simplicity is Deceiving

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

    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 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
    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

    • 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