ANALYTICAL ASSESSMENT OF AN IRREGULAR RC FRAME FOR FULL-SCALE 3D PSEUDO-DYNAMIC TESTING PART I: ANALYTICAL MODEL VERIFICATION

Author:

JEONG∗ SEONG-HOON,ELNASHAI† AMR S.

Publisher

Informa UK Limited

Subject

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

Reference38 articles.

1. ACI 318 – 99 [ 1999 ]Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute .

2. Bentz , E. C. [ 2000 ] “ Sectional analysis of reinforced concrete members ,” PhD Thesis , Department of Civil Engineering, University of Toronto .

3. Bracci , J. M. Reinhorn , A. M. and Mander , J. B. [ 1992a ] “ Seismic resistance of reinforced concrete frame structures designed only for gravity loads Part I—Design and properties of a one-third scale model structure ,” Technical Report NCEER-92–0027 , State University of New York , Buffalo .

4. Bracci , J. M. Reinhorn , A. M. and Mander , J. B. [ 1992b ] “ Seismic resistance of reinforced concrete frame structures designed only for gravity loads Part III—Experimental performance and analytical study of a structural model ,” Technical Report NCEER-92–0029 , State University of New York , Buffalo .

5. Seismic resistance of composite beam-columns in multi-storey structures. Part 2: Analytical model and discussion of results

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