國立虎尾科技大學 |

Experiments to study seismic drift of reinforced concrete structures.

紀錄類型:	書目-語言資料,手稿 : Monograph/item
正題名/作者:	Experiments to study seismic drift of reinforced concrete structures./
作者:	Bonacci, John Francis.
面頁冊數:	1 online resource (395 pages)
附註:	Source: Dissertations Abstracts International, Volume: 51-03, Section: B.
Contained By:	Dissertations Abstracts International51-03B.
標題:	Civil engineering. -
電子資源:	click for full text (PQDT)
ISBN:	9798206697391

Experiments to study seismic drift of reinforced concrete structures.
Bonacci, John Francis.

Experiments to study seismic drift of reinforced concrete structures. - 1 online resource (395 pages)

Source: Dissertations Abstracts International, Volume: 51-03, Section: B.

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

Includes bibliographical references

Earthquake-simulation tests of fifteen reinforced concrete single-degree-of-freedom systems were made to provide benchmark data for studying nonlinear drift response. Test variables included strength and initial period of the specimen, and frequency content and intensity of simulated earthquake motions. Analysis of measured response identified three tools for estimating seismic drift of structures. An idealized linear response spectrum for a damping ratio of 0.02 can be used to provide a quick check of overall drift or to compare structural alternatives. The substitute-structure method provides member design forces that are based on prescribed drift limits and control of damage. For nonlinear response history analysis using Takeda's hysteresis rules, values of five analytical parameters that gave the best results were identified.

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

Mode of access: World Wide Web

ISBN: 9798206697391Subjects--Topical Terms:

561339
Civil engineering.
Subjects--Index Terms:

Reinforced concrete structuresIndex Terms--Genre/Form:

554714
Electronic books.

Experiments to study seismic drift of reinforced concrete structures.
LDR:02148ntm a22003497 4500 001 1144350
005 20240531083833.5
006 m o d
007 cr mn ---uuuuu
008 250605s1989 xx obm 000 0 eng d
020 $a 9798206697391
035 $a (MiAaPQ)AAI8916215
035 $a AAI8916215
040 $a MiAaPQ $b eng $c MiAaPQ $d NTU
100 1 $a Bonacci, John Francis. $3 1469344
245 1 0 $a Experiments to study seismic drift of reinforced concrete structures.
264 0 $c 1989
300 $a 1 online resource (395 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: 51-03, Section: B.
500 $a Publisher info.: Dissertation/Thesis.
500 $a Advisor: Sozen, Mete A.
502 $a Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1989.
504 $a Includes bibliographical references
520 $a Earthquake-simulation tests of fifteen reinforced concrete single-degree-of-freedom systems were made to provide benchmark data for studying nonlinear drift response. Test variables included strength and initial period of the specimen, and frequency content and intensity of simulated earthquake motions. Analysis of measured response identified three tools for estimating seismic drift of structures. An idealized linear response spectrum for a damping ratio of 0.02 can be used to provide a quick check of overall drift or to compare structural alternatives. The substitute-structure method provides member design forces that are based on prescribed drift limits and control of damage. For nonlinear response history analysis using Takeda's hysteresis rules, values of five analytical parameters that gave the best results were identified.
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
653 $a Reinforced concrete structures
653 $a Seismic drift
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 51-03B.
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=8916215 $z click for full text (PQDT)