SDII team contributes to diaphragm design improvements for 2026 seismic provisions

In the U.S., seismic building provisions are initially developed by the National Institute of Building Sciences (NIBS) through their Building Seismic Safety Council (BSSC). The Provision Update Committee (PUC) within BSSC develops the draft National Earthquake Hazards Reduction Program (NEHRP) provisions. The NEHRP provisions are used as the starting point for all updates ultimately completed by ASCE 7. SDII contributed to the 2022 updates within extensive improvements for concrete-filled steel deck floor diaphragms and bare steel deck roof diaphragms. Now with the 2026 cycle underway SDII researchers are again providing assistance to the BSSC PUC. From the NIBS website:

“The NEHRP Recommended Provisions for New Buildings and Other Structures embodies the state–of–knowledge criteria for the design and construction of buildings subject to earthquake hazards. The techniques and technologies contained in this resource document are diffused into several national standards, including the American Society of Civil Engineers ASCE–7 Design Standard for Minimum Loads that are referenced by the model building codes developed by the International Code Council (ICC). The Provisions are developed by the Provisions Update Committee (PUC), a technical committee of seismic experts that identify and apply the most advanced seismic technology available. The committee is supported by expert Issue Teams (ITs) that address specific aspects of seismic design methodology and construction. These committee and team members ensure that lessons learned from the building performance during the earthquakes, as well as new research to improve earthquake resistance, are reflected in state–of–the–art seismic requirements. The ITs develop proposals for requirements that are balloted by the PUC according to BSSC’s consensus process, and subsequently balloted by its Professional Organizations (POs).”

TOPIC #8: UNIFICATION OF DIAPHRAGM DESIGN PROVISIONS

The SDII team are working specifically on Topic #8 in the BSSC PUC: Unification of Diaphragm Design Provisions. Again from the NIBS website “This Issue Team will bring to culmination work that was started in the 2015 NEHRP Provisions cycle and continued through the 2020 NEHRP Provisions cycle.

  • Develop diaphragm design force reduction factors, overstrength factors, and deflection amplification factors for additional diaphragm types.
  • Unify treatment of special seismic detailing for bare steel deck diaphragms
  • Unify the diaphragm design provisions of Sections 12.10.3 and 12.10.4.
  • Permit the traditional design method of Section 12.10.1 only for the design of diaphragm types for which diaphragm force reduction factors are not available.
  • Additionally, evaluate whether it is of benefit to develop a code formula for period for structures with flexible diaphragms, to allow design engineers to better estimate force levels before applying an R-factor. This is already implemented in the Canadian code.
  • Investigate the issue of strut stiffness effects on the load path.”
NAMEAFFILIATIONRole
S. K. GhoshS. K. Ghosh Associates LLCChair
Kelly CobeenWiss, Janney, Elstner Associates, IncVice Chair
Nick BlanchetteZFA ConsultingVoting Member
Matthew EathertonVirginia TechVoting Member
Ron LaPlanteDivision of the State ArchitectVoting Member
John LawsonArchitectural Engineering Cal PolyVoting Member
David McCormickSimpson Gumpertz & HegerVoting Member
Thomas MeyerMagnusson Klemencic Associates, SeattleVoting Member
Ben SchaefferJohns Hopkins, Baltimore, MDVoting Member
Christina AronsonFederal Emergency Management AgencyCorresponding Member
Pat BodwellVerco DeckCorresponding Member
Scott BrenemanWoodWorks – Wood Products CouncilCorresponding Member
Jared E. BrewePrecast/Prestressed Concrete InstituteCorresponding Member
J. Daniel DolanWashington State UniversityCorresponding Member
Ngai-Chi ChungBerkshire Hathaway Specialty InsuranceCorresponding Member
Jeff DragovichDeSimone Consulting EngineersCorresponding Member
Erica C. FischerSchool of Civil and Construction Engineering
Oregon State University
Corresponding Member
John M. HochwaltKPFF Consulting EngineersCorresponding Member
Ihsan KeckinBogazici UniversityCorresponding Member
Brian Kehoe WissJanney, Elstner Associates, Inc.Corresponding Member
Dominic J. KellySimpson Gumpertz & HegerCorresponding Member
Dawn LehmanUniversity of WashingtonCorresponding Member
Philip LineAmerican Wood CouncilCorresponding Member
Mahsa MahdavianASC Steel DeckCorresponding Member
Bonnie ManleyAmerican Iron and Steel InstituteCorresponding Member
Dion MarriottHolmes StructuresCorresponding Member
Andrew W. TaylorKPFF Consulting EngineersCorresponding Member
Mai (Mike) TongFederal Emergency Management AgencyCorresponding Member
Shahab TorabianSimpson Gumpertz & HegerCorresponding Member
Robert Tremblay Corresponding Member
Alex W. Wilson, PEMagnusson Klemencic Associatesawilson@mka.com
John HooperMKAPUC Chair
Jiqiu YuanNIBSBSSC Executive Director
Roberto LeonVirginia TechBSSC Board Liaison
BSSC PUC Issue Team Members