Bachman and Bachman, Robert and or Dowty, Susan, “Nonstructural Component Dowty Nonbuilding Building Safety Journal, International Code Council, Structure?”, 2008. Jacobsen of Fluid Inside a Cylindrical Tank and of Jacobsen, L.S., “Impulsive Hydrodynamics Fluid Surrounding a Cylindrical of the Seismological Society of Pier,” Bulletin America, 39(3), 189-204, 1949. Morison and Forces Exerted by Surface Waves Morison, J.R., O’Brien, J.W. Sohaaf, S.A., “The on Petroleum Transactions, AIME, Vol. 189; 1950. Piles,” RMI Rack Manufacturers Institute, Specification for the Design, Testing and Utilization of MH16.1, 2012 Industrial Steel Storage Racks, Soules Soules, J. G., Seismic Provisions of the 2006 IBC Nonbuilding Structure “The – of 8th National Conference on Earthquake Engineering, San Criteria,” Proceedings Francisco, CA, April 18, 2006. 17.1 NONBUILDING STRUCTURES VERSUS NONSTRUCTURAL COMPONENTS Many industrial structures are classified as either nonbuilding structures or nonstructural components. This distinction is necessary to determine how the practicing engineer designs the structure. The intent of the is to provide a clear and consistent design methodology for engineers to follow regardless of Standard whether the structure is a nonbuilding structure or a nonstructural component. Central to the methodology is how to determine which classification is appropriate. Table 17-1 provides a simple method to determine the appropriate classification. Additional discussion on this topic can be found in Bachman and Dowty (2008). The design methodology contained in Chapter 13 of the focuses on nonstructural component Standard design. As such, the amplification by the supporting structure of the earthquake-induced accelerations is critical to the design of the component and its supports and attachments. The design methodology contained in Chapter 15 of the focuses on the direct effects of earthquake ground motion on the Standard nonbuilding structure. Table 17-1 Applicability of the Chapters of the Standard Supported Item Supporting Structure Nonstructural Component Nonbuilding Structure Chapter 12 for supporting structure; Chapter 12 for supporting structure; Building Chapter 13 for supported item Chapter 15 for supported item Chapter 15 for supporting structure; Chapter 15 for both supporting Nonbuilding Chapter 13 for supported item structure and supported item
Bachman and Bachman, Robert and Dowty, Susan, “Nonstructural Component or Dowty Nonbuilding Structure?”, Building Safety Journal, International Code Council, 2008. Jacobsen Jacobsen, L.S., “Impulsive Hydrodynamics of Fluid Inside a Cylindrical Tank and of Fluid Surrounding a Cylindrical Pier,” Bulletin of the Seismological Society of America, 39(3), 189-204, 1949. Morison Morison, J.R., O’Brien, J.W. and Sohaaf, S.A., “The Forces Exerted by Surface Waves on Piles,” Petroleum Transactions, AIME, Vol. 189; 1950. RMI Rack Manufacturers Institute, Specification for the Design, Testing and Utilization of Industrial Steel Storage Racks, MH16.1, 2012 Soules Soules, J. G., “The Seismic Provisions of the 2006 IBC – Nonbuilding Structure Criteria,” Proceedings of 8th National Conference on Earthquake Engineering, San Francisco, CA, April 18, 2006. 17.1 NONBUILDING STRUCTURES VERSUS NONSTRUCTURAL COMPONENTS Many industrial structures are classified as either nonbuilding structures or nonstructural components. This distinction is necessary to determine how the practicing engineer designs the structure. The intent of the Standard is to provide a clear and consistent design methodology for engineers to follow regardless of whether the structure is a nonbuilding structure or a nonstructural component. Central to the methodology is how to determine which classification is appropriate. Table 17-1 provides a simple method to determine the appropriate classification. Additional discussion on this topic can be found in Bachman and Dowty (2008). The design methodology contained in Chapter 13 of the Standard focuses on nonstructural component design. As such, the amplification by the supporting structure of the earthquake-induced accelerations is critical to the design of the component and its supports and attachments. The design methodology contained in Chapter 15 of the Standard focuses on the direct effects of earthquake ground motion on the nonbuilding structure. Table 17-1 Applicability of the Chapters of the Standard Supporting Structure Supported Item Nonstructural Component Nonbuilding Structure Building Chapter 12 for supporting structure; Chapter 13 for supported item Chapter 12 for supporting structure; Chapter 15 for supported item Nonbuilding Chapter 15 for supporting structure; Chapter 13 for supported item Chapter 15 for both supporting structure and supported item
121715_DesignExamples_15-18.docx