TRIAL DESIGNS
Initially, the BSSC trial design effort was to be conducted in two phases and was to include trial
designs for 100 new buildings in 11 major cities, but financial limitations required that the program be
scaled down. Ultimately, 17 design firms were retained to prepare trial designs for 46 new buildings
in 4 cities with medium to high seismic risk (10 in Los Angeles, 4 in Seattle, 6 in Memphis, 6 in
Phoenix) and in 5 cities with medium to low seismic risk (3 in Charleston, South Carolina, 4 in
Chicago, 3 in Ft. Worth, 7 in New York, and 3 in St. Louis). Alternative designs for six of these
buildings also were included.
The firms participating in the trial design program were: ABAM Engineers, Inc.; Alfred Benesch and
Company; Allen and Hoshall; Bruce C. Olsen; Datum/Moore Partnership; Ellers, Oakley, Chester,
and Rike, Inc.; Enwright Associates, Inc.; Johnson and Nielsen Associates; Klein and Hoffman, Inc.;
Magadini-Alagia Associates; Read Jones Christoffersen, Inc.; Robertson, Fowler, and Associates;
S. B. Barnes and Associates; Skilling Ward Rogers Barkshire, Inc.; Theiss Engineers, Inc.;
Weidlinger Associates; and Wheeler and Gray.
For each of the 52 designs, a set of general specifications was developed, but the responsible design
engineering firms were given latitude to ensure that building design parameters were compatible with
local construction practice. The designers were not permitted, however, to change the basic
structural type even if an alternative structural type would have cost less than the specified type under
the early version of the Provisions, and this constraint may have prevented some designers from
selecting the most economical system.
Each building was designed twice once according to the amended Tentative Provisions and again
according to the prevailing local code for the particular location of the design. In this context, basic
structural designs (complete enough to assess the cost of the structural portion of the building),
partial structural designs (special studies to test specific parameters, provisions, or objectives),
partial nonstructural designs (complete enough to assess the cost of the nonstructural portion of the
building), and design/construction cost estimates were developed.
This phase of the BSSC program concluded with publication of a draft version of the recommended
provisions, the NEHRP Recommended Provisions for the Development of Seismic Regulations for
New Buildings, an overview of the Provisions refinement and trial design efforts, and the design
firms' reports.