Safety Performance of Concrete Structures in Indonesia - ScienceDirect

Available online at www.sciencedirect.com

ScienceDirect Procedia Engineering 171 (2017) 985 – 993

6XVWDLQDEOH&LYLO(QJLQHHULQJ6WUXFWXUHVDQG&RQVWUXFWLRQ0DWHULDOV6&(6&0

6DIHW\SHUIRUPDQFHRIFRQFUHWHVWUXFWXUHVLQ,QGRQHVLD 6DSXWUD$D  a

Gadjah Mada University, Jl. Grafika No.2 Kampus UGM, Yoygyakarta 55281, Indonesia

$EVWUDFW 7KH UHOLDELOLW\ RI FRQFUHWH VWUXFWXUHV LV DIIHFWHG E\ WKH FKDUDFWHULVWLFV RI PDWHULDO ZRUNPDQVKLS DQG ORDGLQJV 7KRVH YDULDEOHV FRQWULEXWH ZLWK FHUWDLQ GHJUHH WR WKH UHOLDELOLW\ RI VWUXFWXUHV GHSHQGLQJ RQ WKHLU FKDUDFWHULVWLFV 7KLV SDSHU SUHVHQWV WKH FKDUDFWHULVWLFV RI PDWHULDO DQG ZRUNPDQVKLS RI FRQFUHWH VWUXFWXUHV LQ ,QGRQHVLD DQG WKHLU LQIOXHQFH WR WKH VDIHW\ UHOLDELOLW\ RI FRQFUHWHVWUXFWXUHV'DWDRIFRQFUHWHFRPSUHVVLYHVWUHQJWK\LHOGVWUHQJWKRIUHLQIRUFLQJVWHHODQGZRUNPDQVKLSZHUHWDNHQIURP VHYHUDO FRQVWUXFWLRQ VLWHV RI W\SLFDO EXLOGLQJV LQFOXGLQJ DSDUWPHQWV RIILFHV KRVSLWDO DQG RWKHU SXEOLF IDFLOLWLHV LQ -DNDUWD DQG @,QWHUPRIGHVLJQSKLORVRSK\WKLVFRGHFRXOGEHSODFHGDWWKHVDPHOHYHOZLWKWKH$&,0Building Code Requirements for Structural Concrete >@ 7KLVSDSHUSUHVHQWVWKHVWDWLVWLFDOFKDUDFWHULVWLFVRIPDWHULDODQGIDEULFDWLRQRIVWUXFWXUDOPHPEHUIRUUHLQIRUFHG 



&RUUHVSRQGLQJDXWKRU7HOID[ E-mail address:VDSXWUD#XJPDFLG

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.2017.01.407

986

A. Saputra et al. / Procedia Engineering 171 (2017) 985 – 993

FRQFUHWHRUGLQDU\EXLOGLQJVLQ,QGRQHVLD7KHVWDWLVWLFDOGDWDZHUHWDNHQIURPILYHFRQVWUXFWLRQVLWHVZLWKFRQWUDFWRI GLIIHUHQW FRQVWUXFWLRQ FRPSDQLHV LQ  7KH FRQFUHWH DQG UHLQIRUFLQJ VWHHO RI WKH FRQVWUXFWLRQ VLWHV FDPH IURP VHYHUDO SURGXFWLRQ EDWFKHV DQG FRPSDQLHV 7KH GDWD FROOHFWLRQ ZDV OLPLWHG WR QRUPDO FRQFUHWH DQG H[FOXGHV SUHVWUHVVHGFRQFUHWHVWUXFWXUH,QRUGHUWRREWDLQPRUHFRPSOHWHILJXUHGDWDRIFRQFUHWHFRPSUHVVLYHVWUHQJWKZHUH DOVRFROOHFWHGIURPWZRGLIIHUHQWFRQFUHWHFRPSDQLHVWRLQYHVWLJDWHWKHHIIHFWRIEDWFKLQJSODQWWRWKHFRQVLVWHQF\RI SURGXFWLRQV /RDG PRGHO DUH EDVHG RQ WKH GDWD DYDLODEOH LQ OLWHUDWXUH > @ 5HOLDELOLW\ LQGH[HV DUH FDOFXODWHG XVLQJ ORDG FRPELQDWLRQV PHQWLRQHG LQ ,QGRQHVLDQ &RQFUHWH &RGH >@ 6WUXFWXUDO HOHPHQW WR EH DQDO\]HG LV EHDP LQ IOH[XUH EHDPLQVKHDUFROXPQLQD[LDOFRPSUHVVLRQDQGVODELQIOH[XUHDOORIZKLFKDUHQRUPDOFRQFUHWHDQGFDVWLQVLWH )RUHDFKW\SHRIVWUXFWXUDOHOHPHQWDQGORDGFRPELQDWLRQFDVHVHYHUDOSRVVLEOHYDOXHVRIWKHUHVLVWDQFHIDFWRUZHUH FRQVLGHUHGDWWKHLQWHUYDORIIURPWKRVHVWDWHGLQSUHYLRXV,QGRQHVLDQ&RQFUHWH&RGH 0DWHULDO 2.1. Concrete Compressive Strength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