文档介绍：INFORMATION TO USERS
This manuseript has been reproduced from the microfilm master. UMI films
the text directly from the original or copy submitted. Thus, sorne thesis and
dissertation copies are in typewriter face, while others may be from any type of
computer printer.
The quality of this reproduction is dependent upon the quality of the
copy submitted. Broken or indistinct print, colored or poor quality illustrations
and photographs, print bleedthrough, substandard margins, and improper
alignment can adversely affect reproduction.
ln the unlikely event that the author did not send UMI plete manuscript
and there are missing pages, these will be noted. Also, if unauthorized
copyright material had to be removed, a note will indicate the deletion.
Oversize materials (., maps, drawings, charts) are reproduced by
seetioning the original, beginning at the upper left-hand corner and continuing
from left to right in equal sections with small overfaps.
Photographs ineluded in the original manuscript have been reproduced
xerographically in this copy. Higher quality 6" x 9" black and white
photographie prints are available for any photographs or illustrations appearing
in this copy for an additional charge. Contact UMI directly to order.
Bell & Howell Information and Leaming
300 North Zeeb Road, Ann Arbor, MI 48106-1346 USA
800-521-0600
UNIVERSITY OF CALIFORNIA
Los Angeles
Structural Reliability and Seismic Performance of
Reinforced Concrete Building in the Performance-Based Design
A dissertation submitted in partial satisfaction of the
requirements for the degree Doctor ofPhilosophy
in Civil Engineering
by
InSuckSong
2001
UMI Number: 3005980
UMf
UMI Microform 3005980
Copyright 2001 by Bell & Howell Information and pany.
AIl rights reserved. This microform edition is protected against
unauthorized copying under Title 17. United States Code.
Bell & Howell Information and pany
3