on the confined high strength concrete and need of future research

This is an open access article under the CC BY-NC-ND license http://creativecommons.org/licenses/by-nc-nd/4.0/.. Peer-review under responsibility of the organizing committee of SCESCM 2

Procedia Engineering 171 ( 2017 ) 121 – 130

1877-7058 © 2017 The Authors Published by Elsevier Ltd This is an open access article under the CC BY-NC-ND license

(http://creativecommons.org/licenses/by-nc-nd/4.0/).

Peer-review under responsibility of the organizing committee of SCESCM 2016.

doi: 10.1016/j.proeng.2017.01.318

ScienceDirect

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a Department of Civil Engineering, Universitas Islam Sultan Agung, Semarang-Indonesia

b Structural Engineering Research Group, Department of Civil Engineering, Institut Teknologi Bandung, Bandung- Indonesia

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3.1 Strength enhancement of confined concrete (K)

3.1.1 Model by Muguruma et al

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Peer-review under responsibility of the organizing committee of SCESCM 2016.