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Evaluation of two RC buildings retro...

ProQuest Information and Learning Co.

Evaluation of two RC buildings retrofit with steel bracing.

紀錄類型:	書目-語言資料,手稿 : Monograph/item
正題名/作者:	Evaluation of two RC buildings retrofit with steel bracing./
作者:	Downs, Ruth Elaine.
面頁冊數:	1 online resource (357 pages)
附註:	Source: Dissertation Abstracts International, Volume: 53-01, Section: B, page: 4420.
Contained By:	Dissertation Abstracts International53-01B.
標題:	Civil engineering. -
電子資源:	click for full text (PQDT)

Evaluation of two RC buildings retrofit with steel bracing.
Downs, Ruth Elaine.

Evaluation of two RC buildings retrofit with steel bracing. - 1 online resource (357 pages)

Source: Dissertation Abstracts International, Volume: 53-01, Section: B, page: 4420.

Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1992.

Includes bibliographical references

Experimental and analytical studies were conducted to assess the contributions of two retrofit schemes to the performances of two RC buildings during the 1985 Mexico earthquake. The schemes used to strengthen the two buildings were similar in that diagonal steel braces and RC infill walls were used to stiffen and strengthen the existing frames. The schemes were different in that one had steel bracing in the interior of the building while the other had steel bracing on the exterior of the building.

Electronic reproduction.
Ann Arbor, Mich. :
ProQuest,
2018

Mode of access: World Wide Web

Subjects--Topical Terms:

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

554714
Electronic books.

Evaluation of two RC buildings retrofit with steel bracing.
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100 1 $a Downs, Ruth Elaine. $3 1192158
245 1 0 $a Evaluation of two RC buildings retrofit with steel bracing.
264 0 $c 1992
300 $a 1 online resource (357 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: Dissertation Abstracts International, Volume: 53-01, Section: B, page: 4420.
500 $a Co-Advisers: K. D. Hjelmstad; D. A. Foutch.
502 $a Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1992.
504 $a Includes bibliographical references
520 $a Experimental and analytical studies were conducted to assess the contributions of two retrofit schemes to the performances of two RC buildings during the 1985 Mexico earthquake. The schemes used to strengthen the two buildings were similar in that diagonal steel braces and RC infill walls were used to stiffen and strengthen the existing frames. The schemes were different in that one had steel bracing in the interior of the building while the other had steel bracing on the exterior of the building.
520 $a The evaluations of the retrofit schemes considered a variety of data including: (1) observations on earthquake damage from the 1979 Mexico earthquake, which occurred before the retrofit schemes were implemented; (2) ambient vibration measurements before and after retrofit; (3) observations on earthquake damage from the 1985 Mexico earthquake; (4) forced vibration tests after the 1985 earthquake; and (5) analytical studies using various models of the buildings based upon the building plans and other observations.
520 $a The results of the studies indicate that the additional stiffness and strength provided by the retrofit elements were essential to the survival of the two buildings during the 1985 earthquake, that the effects of soil-structure interaction must be considered when designing retrofit systems for soft soil sites, and that connections play an important role in determining the effectiveness of the retrofit elements.
533 $a Electronic reproduction. $b Ann Arbor, Mich. : $c ProQuest, $d 2018
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 Dissertation Abstracts International $g 53-01B.
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=9215805 $z click for full text (PQDT)

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