Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing part II: Condition assessment and test deployment

Seong Hoon Jeong, Amr S. Elnashai

Research output: Contribution to journalReview article

16 Citations (Scopus)

Abstract

An overview of the Pseudo-dynamic (PsD) testing of a 3D reinforced concrete frame is described. The role of pre-test analysis in leading the test preparation and execution is presented through actual situations such as (i) the necessity and detailed procedure of the pre-test condition assessment, (ii) estimation of actuator force, displacement and rotation demands during the test and (iii) determination of mass (water tanks) magnitude and location to fulfil the test requirements. Comparison of analytical and experimental results is presented in addition to the description of observed damage inflicted on the structure. Finally, the effect of fixed-end rotation due to bond-slip in the reinforced concrete columns on the results obtained is discussed.

Original languageEnglish (US)
Pages (from-to)265-284
Number of pages20
JournalJournal of Earthquake Engineering
Volume9
Issue number2
DOIs
StatePublished - Aug 16 2005

Fingerprint

Reinforced concrete
Water tanks
Testing
reinforced concrete
Actuators
water mass
test
damage

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Cite this

@article{a0f38122ed594d299d90644684b41fb4,
title = "Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing part II: Condition assessment and test deployment",
abstract = "An overview of the Pseudo-dynamic (PsD) testing of a 3D reinforced concrete frame is described. The role of pre-test analysis in leading the test preparation and execution is presented through actual situations such as (i) the necessity and detailed procedure of the pre-test condition assessment, (ii) estimation of actuator force, displacement and rotation demands during the test and (iii) determination of mass (water tanks) magnitude and location to fulfil the test requirements. Comparison of analytical and experimental results is presented in addition to the description of observed damage inflicted on the structure. Finally, the effect of fixed-end rotation due to bond-slip in the reinforced concrete columns on the results obtained is discussed.",
author = "Jeong, {Seong Hoon} and Elnashai, {Amr S.}",
year = "2005",
month = "8",
day = "16",
doi = "10.1142/S1363246905001918",
language = "English (US)",
volume = "9",
pages = "265--284",
journal = "Journal of Earthquake Engineering",
issn = "1363-2469",
publisher = "Taylor and Francis Ltd.",
number = "2",

}

Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing part II : Condition assessment and test deployment. / Jeong, Seong Hoon; Elnashai, Amr S.

In: Journal of Earthquake Engineering, Vol. 9, No. 2, 16.08.2005, p. 265-284.

Research output: Contribution to journalReview article

TY - JOUR

T1 - Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing part II

T2 - Condition assessment and test deployment

AU - Jeong, Seong Hoon

AU - Elnashai, Amr S.

PY - 2005/8/16

Y1 - 2005/8/16

N2 - An overview of the Pseudo-dynamic (PsD) testing of a 3D reinforced concrete frame is described. The role of pre-test analysis in leading the test preparation and execution is presented through actual situations such as (i) the necessity and detailed procedure of the pre-test condition assessment, (ii) estimation of actuator force, displacement and rotation demands during the test and (iii) determination of mass (water tanks) magnitude and location to fulfil the test requirements. Comparison of analytical and experimental results is presented in addition to the description of observed damage inflicted on the structure. Finally, the effect of fixed-end rotation due to bond-slip in the reinforced concrete columns on the results obtained is discussed.

AB - An overview of the Pseudo-dynamic (PsD) testing of a 3D reinforced concrete frame is described. The role of pre-test analysis in leading the test preparation and execution is presented through actual situations such as (i) the necessity and detailed procedure of the pre-test condition assessment, (ii) estimation of actuator force, displacement and rotation demands during the test and (iii) determination of mass (water tanks) magnitude and location to fulfil the test requirements. Comparison of analytical and experimental results is presented in addition to the description of observed damage inflicted on the structure. Finally, the effect of fixed-end rotation due to bond-slip in the reinforced concrete columns on the results obtained is discussed.

UR - http://www.scopus.com/inward/record.url?scp=11144315605&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=11144315605&partnerID=8YFLogxK

U2 - 10.1142/S1363246905001918

DO - 10.1142/S1363246905001918

M3 - Review article

AN - SCOPUS:11144315605

VL - 9

SP - 265

EP - 284

JO - Journal of Earthquake Engineering

JF - Journal of Earthquake Engineering

SN - 1363-2469

IS - 2

ER -