EFFECT OF LOADING PROTOCOLS ON THE FAILURE MODES OF RC BRIDGE COLUMNS WITH TERMINATION OF MAIN REINFORCEMENTS AT TWO HEIGHTS

Author:

SASAKI Tomohiro,KURITA Hiroki,KAWASHIMA Kazuhiko,UKON Hiromichi,KAJIWARA Koichi

Publisher

Japan Society of Civil Engineers

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. 1) 浅沼秀弥:静内橋地震被害調査,土木技術資料,Vol.25, No.11, pp.15-20, 1983.

2. EFFECT OF BAR CUTOFF ON SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS

3. A SEISMIC EVALUATION METHOD FOR REINFORCED CONCRETE BRIDGE PIERS WITH INADEQUATE ANCHORING LENGTH AT TERMINATION OF MAIN REINFORCEMENTS

4. 5) Mander, J. B., Priestley, M. J. N. and Park, R.: Theoretical stress-strain model for confined concrete, Journal of Structural Engineering, American Society of Civil Engineering, Vol.114, No.8, pp.1804-1826, 1988.

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