Pseudo-dynamic test of full-scale rcs frame: Part I - Design, construction, testing

Chui-Hsin Chen; W. C. Lai; P. Cordova; G. G. Deierlein; K. C. Tsai

doi:10.1061/40700(2004)128

Pseudo-dynamic test of full-scale rcs frame: Part I - Design, construction, testing

Chui-Hsin Chen^*, W. C. Lai, P. Cordova, G. G. Deierlein, K. C. Tsai

^*Corresponding author for this work

Department of Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

3 Scopus citations

Abstract

A full-scale three-story, three-bay composite steel-concrete frame was pseudo-dynamically tested under ground motions representing four earthquakes of varying hazard levels, with imposed story drift ratios up to about 5.5%. The frame was then subjected to a quasi-static pushover, which imposed story drifts up to 10%. Overall, the test demonstrates that the composite frame performs as implied by building provisions, exhibiting very little damage under frequent earthquakes, controlled and repairable damage under the design earthquake, and collapse prevention under the maximum considered earthquake. This paper summarizes the planning, design, construction, and execution of the frame test, including a summary of the test results. Comparisons with analytical simulations and design implications are discussed in a second companion paper.

Original language	English
Title of host publication	Proceedings of the 2004 Structures Congress - Building on the Past
Subtitle of host publication	Securing the Future
Editors	G.E. Blandford, G.E. Blandford
Pages	1201-1215
Number of pages	15
DOIs	https://doi.org/10.1061/40700(2004)128
State	Published - 16 Aug 2004
Event	Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future - Nashville, TN, United States Duration: 22 May 2004 → 26 May 2004

Publication series

Name	Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future

Conference

Conference	Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future
Country	United States
City	Nashville, TN
Period	22/05/04 → 26/05/04

Access to Document

10.1061/40700(2004)128

Fingerprint Dive into the research topics of 'Pseudo-dynamic test of full-scale rcs frame: Part I - Design, construction, testing'. Together they form a unique fingerprint.

Cite this

Chen, C-H., Lai, W. C., Cordova, P., Deierlein, G. G., & Tsai, K. C. (2004). Pseudo-dynamic test of full-scale rcs frame: Part I - Design, construction, testing. In G. E. Blandford, & G. E. Blandford (Eds.), Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future (pp. 1201-1215). (Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future). https://doi.org/10.1061/40700(2004)128

Chen, Chui-Hsin ; Lai, W. C. ; Cordova, P. ; Deierlein, G. G. ; Tsai, K. C. / Pseudo-dynamic test of full-scale rcs frame : Part I - Design, construction, testing. Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future. editor / G.E. Blandford ; G.E. Blandford. 2004. pp. 1201-1215 (Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future).

@inproceedings{608517eda92446e9a58d924f7238028b,

title = "Pseudo-dynamic test of full-scale rcs frame: Part I - Design, construction, testing",

abstract = "A full-scale three-story, three-bay composite steel-concrete frame was pseudo-dynamically tested under ground motions representing four earthquakes of varying hazard levels, with imposed story drift ratios up to about 5.5%. The frame was then subjected to a quasi-static pushover, which imposed story drifts up to 10%. Overall, the test demonstrates that the composite frame performs as implied by building provisions, exhibiting very little damage under frequent earthquakes, controlled and repairable damage under the design earthquake, and collapse prevention under the maximum considered earthquake. This paper summarizes the planning, design, construction, and execution of the frame test, including a summary of the test results. Comparisons with analytical simulations and design implications are discussed in a second companion paper.",

author = "Chui-Hsin Chen and Lai, {W. C.} and P. Cordova and Deierlein, {G. G.} and Tsai, {K. C.}",

year = "2004",

month = aug,

day = "16",

doi = "10.1061/40700(2004)128",

language = "English",

isbn = "0784407002",

series = "Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future",

pages = "1201--1215",

editor = "G.E. Blandford and G.E. Blandford",

booktitle = "Proceedings of the 2004 Structures Congress - Building on the Past",

note = "null ; Conference date: 22-05-2004 Through 26-05-2004",

}

Chen, C-H, Lai, WC, Cordova, P, Deierlein, GG & Tsai, KC 2004, Pseudo-dynamic test of full-scale rcs frame: Part I - Design, construction, testing. in GE Blandford & GE Blandford (eds), Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future. Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future, pp. 1201-1215, Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future, Nashville, TN, United States, 22/05/04. https://doi.org/10.1061/40700(2004)128

Pseudo-dynamic test of full-scale rcs frame : Part I - Design, construction, testing. / Chen, Chui-Hsin; Lai, W. C.; Cordova, P.; Deierlein, G. G.; Tsai, K. C.

Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future. ed. / G.E. Blandford; G.E. Blandford. 2004. p. 1201-1215 (Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Pseudo-dynamic test of full-scale rcs frame

AU - Chen, Chui-Hsin

AU - Lai, W. C.

AU - Cordova, P.

AU - Deierlein, G. G.

AU - Tsai, K. C.

PY - 2004/8/16

Y1 - 2004/8/16

N2 - A full-scale three-story, three-bay composite steel-concrete frame was pseudo-dynamically tested under ground motions representing four earthquakes of varying hazard levels, with imposed story drift ratios up to about 5.5%. The frame was then subjected to a quasi-static pushover, which imposed story drifts up to 10%. Overall, the test demonstrates that the composite frame performs as implied by building provisions, exhibiting very little damage under frequent earthquakes, controlled and repairable damage under the design earthquake, and collapse prevention under the maximum considered earthquake. This paper summarizes the planning, design, construction, and execution of the frame test, including a summary of the test results. Comparisons with analytical simulations and design implications are discussed in a second companion paper.

AB - A full-scale three-story, three-bay composite steel-concrete frame was pseudo-dynamically tested under ground motions representing four earthquakes of varying hazard levels, with imposed story drift ratios up to about 5.5%. The frame was then subjected to a quasi-static pushover, which imposed story drifts up to 10%. Overall, the test demonstrates that the composite frame performs as implied by building provisions, exhibiting very little damage under frequent earthquakes, controlled and repairable damage under the design earthquake, and collapse prevention under the maximum considered earthquake. This paper summarizes the planning, design, construction, and execution of the frame test, including a summary of the test results. Comparisons with analytical simulations and design implications are discussed in a second companion paper.

UR - http://www.scopus.com/inward/record.url?scp=3543113879&partnerID=8YFLogxK

U2 - 10.1061/40700(2004)128

DO - 10.1061/40700(2004)128

M3 - Conference contribution

AN - SCOPUS:3543113879

SN - 0784407002

SN - 9780784407004

T3 - Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future

SP - 1201

EP - 1215

BT - Proceedings of the 2004 Structures Congress - Building on the Past

A2 - Blandford, G.E.

Y2 - 22 May 2004 through 26 May 2004

ER -

Chen C-H, Lai WC, Cordova P, Deierlein GG, Tsai KC. Pseudo-dynamic test of full-scale rcs frame: Part I - Design, construction, testing. In Blandford GE, Blandford GE, editors, Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future. 2004. p. 1201-1215. (Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future). https://doi.org/10.1061/40700(2004)128

Pseudo-dynamic test of full-scale rcs frame: Part I - Design, construction, testing

Abstract

Publication series

Conference

Access to Document

Other files and links

Cite this