Analytical assessment of an irregular rc frame for full-scale 3d pseudo-dynamic testing part i: Analytical model verification

Seong Hoon Jeong, Amr S. Elnashai

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

In this paper, a detailed description of the analytical modelling of a full-scale irregular RC test structure intended for Pseudo-dynamic (PsD) testing is presented. Extensive pre-test assessment was performed to investigate the capacity and dynamic characteristics of the test structure. The use and applicability of static and dynamic analysis methods are discussed. A systematic approach to determine an earthquake scenario for the highly irregular test model was developed which satisfies three criteria: (i) collapse prevention, (ii) severe damage level for the acquisition of data on structural damage and (iii) maximum torsional response. Four pre-test models with different assumptions were compared in addition to the comparison of analytical and experimental results.

Original languageEnglish (US)
Pages (from-to)95-128
Number of pages34
JournalJournal of Earthquake Engineering
Volume9
Issue number1
DOIs
StatePublished - Jan 1 2005

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Analytical models
model test
Testing
Static analysis
Dynamic analysis
Earthquakes
damage
dynamic analysis
earthquake
modeling
test
comparison
method

All Science Journal Classification (ASJC) codes

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

Cite this

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Analytical assessment of an irregular rc frame for full-scale 3d pseudo-dynamic testing part i : Analytical model verification. / Jeong, Seong Hoon; Elnashai, Amr S.

In: Journal of Earthquake Engineering, Vol. 9, No. 1, 01.01.2005, p. 95-128.

Research output: Contribution to journalArticle

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