This paper explores the design profession’s evolving understanding of lateral
design. It shows how the United States building codes’ handling of seismic and wind forces
has changed over time, often in response to extreme events or technological developments.
Prior to the early 1900s most buildings were designed without an explicitly defined lateral
force resisting system. Up to that time period earthquakes and strong wind events produced
little in the way of code requirements to address lateral forces. It was the advent of steel and
high-rise construction in the late 19th Century that triggered a need to consider lateral loads.
During the early 20th Century little consensus existed regarding the lateral forces that
needed to be resisted. Wind loading provisions began appearing in the codes of large cities
in the early 1900s, but it would not be until the 1930s that seismic provisions started to be
codified, and then only in California. Throughout the 20th Century significant lateral events
have continued to expose vulnerabilities that have been subsequently addressed with changes
in construction detailing and code restrictions. In the mid-1900s regional building codes
developed, focusing on the lateral hazards present in their locality. By 2000 these regional
codes were replaced by a national code, and lateral design has now started to shift from
prescriptive requirements towards performance-based design. This paper will help structural
engineers better understand the historic building stock by exploring how lateral design has
evolved in the US over the last hundred years.
Abstract
This paper explores the design profession’s evolving understanding of lateral
design. It shows how the United States building codes’ handling of seismic and wind forces
has changed over time, often in response to extreme events or technological developments.
Prior [...]