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Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns.

Record Type:	Language materials, manuscript : Monograph/item
Title/Author:	Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns./
Author:	Eberhard, Marc Olivier.
Description:	1 online resource (441 pages)
Notes:	Source: Dissertations Abstracts International, Volume: 51-09, Section: B.
Contained By:	Dissertations Abstracts International51-09B.
Subject:	Civil engineering. -
Online resource:	click for full text (PQDT)
ISBN:	9798207606408

Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns.
Eberhard, Marc Olivier.

Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns. - 1 online resource (441 pages)

Source: Dissertations Abstracts International, Volume: 51-09, Section: B.

Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1989.

Includes bibliographical references

Experiments and analyses were performed to study the effect on lateral displacement response of two factors. These were the effects on drift response of (1) using slender walls in frames with yielding columns and (2) placing a structural hinge at the base of slender walls to reduce strength and stiffness requirements for the foundation. To provide experimental benchmarks against which to calibrate numerical models, two nine-story reinforced concrete frames were subjected to earthquake simulations. These small-scale structures (total height of 7 ft) included three columns and a slender wall. To make recommendations about the proportioning of slender walls, maximum drifts calculated by nonlinear response-history analysis were compared with maximum drifts calculated by linear response-spectrum analysis. To make recommendations about the design of walls to resist shear, several pragmatic procedures for estimating maximum base-shear response of frame-wall structures were evaluated by comparing estimates with the observed response of test structures. The recommendations were combined with elements of current practice to form an alternative design procedure for structures located in regions of high seismicity.

Electronic reproduction.
Ann Arbor, Mich. :
ProQuest,
2024

Mode of access: World Wide Web

ISBN: 9798207606408Subjects--Topical Terms:

561339
Civil engineering.
Index Terms--Genre/Form:

554714
Electronic books.

Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns.
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100 1 $a Eberhard, Marc Olivier. $3 1469347
245 1 0 $a Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns.
264 0 $c 1989
300 $a 1 online resource (441 pages)
336 $a text $b txt $2 rdacontent
337 $a computer $b c $2 rdamedia
338 $a online resource $b cr $2 rdacarrier
500 $a Source: Dissertations Abstracts International, Volume: 51-09, Section: B.
500 $a Publisher info.: Dissertation/Thesis.
500 $a Advisor: Sozen, M. A.
502 $a Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1989.
504 $a Includes bibliographical references
520 $a Experiments and analyses were performed to study the effect on lateral displacement response of two factors. These were the effects on drift response of (1) using slender walls in frames with yielding columns and (2) placing a structural hinge at the base of slender walls to reduce strength and stiffness requirements for the foundation. To provide experimental benchmarks against which to calibrate numerical models, two nine-story reinforced concrete frames were subjected to earthquake simulations. These small-scale structures (total height of 7 ft) included three columns and a slender wall. To make recommendations about the proportioning of slender walls, maximum drifts calculated by nonlinear response-history analysis were compared with maximum drifts calculated by linear response-spectrum analysis. To make recommendations about the design of walls to resist shear, several pragmatic procedures for estimating maximum base-shear response of frame-wall structures were evaluated by comparing estimates with the observed response of test structures. The recommendations were combined with elements of current practice to form an alternative design procedure for structures located in regions of high seismicity.
533 $a Electronic reproduction. $b Ann Arbor, Mich. : $c ProQuest, $d 2024
538 $a Mode of access: World Wide Web
650 4 $a Civil engineering. $3 561339
655 7 $a Electronic books. $2 local $3 554714
690 $a 0543
710 2 $a ProQuest Information and Learning Co. $3 1178819
710 2 $a University of Illinois at Urbana-Champaign. $3 1184184
773 0 $t Dissertations Abstracts International $g 51-09B.
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=9010850 $z click for full text (PQDT)