Report No: CCEER-93-8
Vulnerability Assessment of Masonry Public Buildings in the Reno-Carson
City Urban Corridor
Authors: Jamie Roybal, David Sanders, and E. 'Manos' Maragakis
Date: May 1993
- Sponsoring Agency:
- Nevada Division of Emergency Management
- Federal Emergency Management Agency
- Performing Organization:
- Department of Civil Engineering/258
- University of Nevada, Reno
- Reno, Nevada 89557
- Executive Summary:
- Earthquakes can produce severe structural damage to certain types of
buildings. One type of structure frequently mentioned in damage reports are masonry
buildings. A masonry building is a building built using bricks, or concrete blocks, as the
primary load carrying system. These buildings are vulnerable to horizontal loads resulting
from earthquakes, especially if unreinforced.
- By using a method known as the Rapid Screening Procedure, it is
possible to get a preliminary idea if a building is seismically vulnerable. The procedure
determines a structural score for the building. This Structural Score is a number that
relates to the possible damage a structure would receive if an earthquake were to occur in
the area.
- The steps in the procedure are as follows:
- 1. Locate masonry buildings either by obtaining a list from the city or by visual
identification.
- 2. Complete worksheet provided by the Applied Technology Council (ATC-21) and determine
a Structural Score.
- 3. Compare the Structural Score to a standard value of 2.0. If the building rates a
score below 2.0, then a professional engineer with a background in seismic design should
do a detailed analysis of the building to determine its seismic vulnerability. If the
score is above 2.0, then the building is deemed safe. If, however, the score is 2.0, then
it is left up to the building officials to decide if the building requires further
investigation.
- The cut-off value of 2.0 is a recommended value by the Applied
Technology Council and ultimately should be decided by the local building officials.
- The Rapid Screening Procedure was utilized to evaluate 114 reinforced
and unreinforced masonry buildings in Reno, Sparks and Carson City, Nevada. Of the
114buildings, 51 require further investigation. All 51 buildings were unreinforced masonry
(Summary by authors).