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Reliability evaluation and damage re...

University of Illinois at Urbana-Champaign.

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Reliability evaluation and damage reduction of woodframe buildings under seismic loads.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Reliability evaluation and damage reduction of woodframe buildings under seismic loads./
Author:	Liang, Hao.
Description:	242 p.
Notes:	Adviser: Yi-Kwei Wen.
Contained By:	Dissertation Abstracts International69-02B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3301183
ISBN:	9780549463153

Reliability evaluation and damage reduction of woodframe buildings under seismic loads.
Liang, Hao.

Reliability evaluation and damage reduction of woodframe buildings under seismic loads. - 242 p.

Adviser: Yi-Kwei Wen.

Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2007.

The majority of building structures in the United States (over 80%) are light-frame wood construction. The unsatisfactory performance of many woodframe buildings during the 1994 Northridge and 1995 Kobe earthquakes showed the inadequacies of current design and construction practice for woodframe structures. Therefore, the vulnerability of these buildings to damage and economic losses in a major earthquake has become a big concern.

ISBN: 9780549463153Subjects--Topical Terms:

783781
Engineering, Civil.

Reliability evaluation and damage reduction of woodframe buildings under seismic loads.
LDR:03158nam 2200301 a 45 001 858616
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020 $a 9780549463153
035 $a (UMI)AAI3301183
035 $a AAI3301183
040 $a UMI $c UMI
100 1 $a Liang, Hao. $3 1025725
245 1 0 $a Reliability evaluation and damage reduction of woodframe buildings under seismic loads.
300 $a 242 p.
500 $a Adviser: Yi-Kwei Wen.
500 $a Source: Dissertation Abstracts International, Volume: 69-02, Section: B, page: 1181.
502 $a Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2007.
520 $a The majority of building structures in the United States (over 80%) are light-frame wood construction. The unsatisfactory performance of many woodframe buildings during the 1994 Northridge and 1995 Kobe earthquakes showed the inadequacies of current design and construction practice for woodframe structures. Therefore, the vulnerability of these buildings to damage and economic losses in a major earthquake has become a big concern.
520 $a The overall objective of this thesis research is to develop a reliability-based performance evaluation method of woodframe buildings under seismic loads and damage reduction measures through explicit treatment of the uncertainty in demand and capacity. To achieve this goal, the structural performance and potential damage of a class of representative woodframe buildings under seismic loads are evaluated. The four index woodframe buildings and two retrofitted buildings are selected for study. The uniform hazard ground motions (UHGM) corresponding to two different probability levels for Los Angeles, California and Memphis, Tennessee sites are selected for time-history dynamic analysis and IDA study. The effects of inter-component connections and live loads on the building performance are also investigated.
520 $a The building damage is measured by the Park-Ang damage index, which is a function of the maximum deformation and absorbed hysteretic energy under seismic loading. An IDA-based approach to calibrate the damage model parameters is developed and validated in this study. To evaluate the potential damage incurred to the woodframe buildings under earthquakes, the relationship between calculated damage index and observed building damage is established and validated by experimental test data.
520 $a 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.
590 $a School code: 0090.
650 4 $a Engineering, Civil. $3 783781
690 $a 0543
710 2 $a University of Illinois at Urbana-Champaign. $3 626646
773 0 $t Dissertation Abstracts International $g 69-02B.
790 $a 0090
790 1 0 $a Wen, Yi-Kwei, $e advisor
791 $a Ph.D.
792 $a 2007
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3301183