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An Experimental and Analytical Study of the Earthquake Response of R/C Frames with Yielding Columns (Cyclic, Dynamic, Hysteresis, Nonlinear).

紀錄類型:	書目-語言資料,手稿 : Monograph/item
正題名/作者:	An Experimental and Analytical Study of the Earthquake Response of R/C Frames with Yielding Columns (Cyclic, Dynamic, Hysteresis, Nonlinear)./
作者:	Schultz, Arturo Ernest.
面頁冊數:	1 online resource (594 pages)
附註:	Source: Dissertations Abstracts International, Volume: 47-07, Section: B.
Contained By:	Dissertations Abstracts International47-07B.
標題:	Civil engineering. -
電子資源:	click for full text (PQDT)
ISBN:	9798205986731

An Experimental and Analytical Study of the Earthquake Response of R/C Frames with Yielding Columns (Cyclic, Dynamic, Hysteresis, Nonlinear).
Schultz, Arturo Ernest.

An Experimental and Analytical Study of the Earthquake Response of R/C Frames with Yielding Columns (Cyclic, Dynamic, Hysteresis, Nonlinear). - 1 online resource (594 pages)

Source: Dissertations Abstracts International, Volume: 47-07, Section: B.

Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1986.

Includes bibliographical references

The response to strong earthquake motions of R/C structures with columns flexurally weaker than beams (SBWC) is investigated in a combined experimental and analytical study. Two small-scale models (total height of 84 3/8 in.) were constructed and tested on an earthquake simulator. The structures comprised two nine-story, three-bay frames that acted in parallel. The principal variable was the amount of longitudinal reinforcement in the columns (2.9% and 4.7% steel for the first-story columns of the first and second specimens, respectively). The structures were subjected to a single component of a known acceleration record (El Centro 1940 NS), and in-plane accelerations and displacements were measured at each level. A lumped parameter MDOF model was developed and used to interpret observed test specimen response. Of primary interest in the study were (1) the story force-displacement primary curve, and (2) the set of hysteresis rules. The analytical model was also used in a parametric study to broaden the scope of study. Variables in the parametric study were: ground motion, frame profile, structure strength, and story force-displacement representation.

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

Mode of access: World Wide Web

ISBN: 9798205986731Subjects--Topical Terms:

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

554714
Electronic books.

An Experimental and Analytical Study of the Earthquake Response of R/C Frames with Yielding Columns (Cyclic, Dynamic, Hysteresis, Nonlinear).
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100 1 $a Schultz, Arturo Ernest. $3 1469336
245 1 3 $a An Experimental and Analytical Study of the Earthquake Response of R/C Frames with Yielding Columns (Cyclic, Dynamic, Hysteresis, Nonlinear).
264 0 $c 1986
300 $a 1 online resource (594 pages)
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500 $a Source: Dissertations Abstracts International, Volume: 47-07, Section: B.
500 $a Publisher info.: Dissertation/Thesis.
502 $a Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1986.
504 $a Includes bibliographical references
520 $a The response to strong earthquake motions of R/C structures with columns flexurally weaker than beams (SBWC) is investigated in a combined experimental and analytical study. Two small-scale models (total height of 84 3/8 in.) were constructed and tested on an earthquake simulator. The structures comprised two nine-story, three-bay frames that acted in parallel. The principal variable was the amount of longitudinal reinforcement in the columns (2.9% and 4.7% steel for the first-story columns of the first and second specimens, respectively). The structures were subjected to a single component of a known acceleration record (El Centro 1940 NS), and in-plane accelerations and displacements were measured at each level. A lumped parameter MDOF model was developed and used to interpret observed test specimen response. Of primary interest in the study were (1) the story force-displacement primary curve, and (2) the set of hysteresis rules. The analytical model was also used in a parametric study to broaden the scope of study. Variables in the parametric study were: ground motion, frame profile, structure strength, and story force-displacement representation.
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 University of Illinois at Urbana-Champaign. $3 1184184
710 2 $a ProQuest Information and Learning Co. $3 1178819
773 0 $t Dissertations Abstracts International $g 47-07B.
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=8623405 $z click for full text (PQDT)