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University of Illinois at Urbana-Champaign

Reliability Evaluation and Damage Reduction of Woodframe Buildings Under Seismic Loads

Abstract

dc:description

The probabilistic performance curves are developed in terms of both maximum story drift ratio and building damage index for each of the six selected buildings, with uncertainties in both demand and capacity accounted for The adequacy of existing buildings and current design is examined in terms of building damage and the corresponding probability. The design recommendations are made to improve the performance and reduce the potential damage of woodframe buildings under seismic loads.

Degree

thesis:*
Name thesis:degree_name
Ph.D.
Level thesis:degree_level
Dissertation
Discipline thesis:degree_discipline
Civil Engineering
Grantor
University of Illinois at Urbana-Champaign
Date dc:date
10000-01-01

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Liang, Hao
Contributors dc:contributor
  • Yi-Kwei Wen

Subjects

dc:subject × 1

Rights

Language dc:language
eng

Identifiers

dc:identifier.*
Identifier
(MiAaPQ)AAI3301183
OAI identifier oai:identifier
oai:www.ideals.illinois.edu:2142/83362

Chain of custody

source
Harvested from
University of Illinois - Urbana-Champaign
Base URL
www.ideals.illinois.edu/oai-pmh
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
citation

Liang, Hao. Reliability Evaluation and Damage Reduction of Woodframe Buildings Under Seismic Loads. Dissertation thesis, University of Illinois at Urbana-Champaign, http://hdl.handle.net/2142/83362