Strength Analysis of Seririt Market Building Structure After the Fire

被引：0
|
作者：
Suasira, I. Wayan [1 ]
Santiana, I. Made Anom [1 ]
Lokantara, W. D. [2 ]
Yasa, I. Made Tapa [1 ]
Wibawa, I. Gede Sastra [1 ]
机构：
[1] Politekn Negeri Bali, Civil Engn Dept, Jalan Kampus Bukit Jimbaran, Badung 80364, Bali, Indonesia
[2] Univ Gajah Mada, Fac Econ & Business, Jalan Sosio Humaniora, Bulaksumur 55281, Yogyakarta, Indonesia
来源：
ADVANCED SCIENCE LETTERS | 2017年 / 23卷 / 12期
关键词：
Structural Strength; Concrete Compressive Strength; Yield Stress; EXPOSED CONCRETE; FRAMES;
D O I：
10.1166/asl.2017.10588
中图分类号：
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号：
07 ; 0710 ; 09 ;
摘要：
The research is investigated the strength of Seririt market building structure after the fire in form of physical data condition. Building structure analysis using SAP 2000 V14 with post-fire properties of the material data. The data are used as the basis of recommendations for the Regional Market Entreprise in Seririt regarding to the re-use of its market building structure. Based on the result of concrete compression test and the hammer drill core test, compressive strength of concrete after fire is f'c = 12.1 MPa, modulus of elasticity from the concrete (E = 13528.75 MPa). 8 cm slab thickness on landscape 500 x 500 to in the block B building does not meet the standards that sagged and vibrating plate. Iron Screw: BJTD-32 (melting Voltage: 3200 kg/cm(2)) and Iron Solid: BJTP-24 (melting Voltage: 2400 kg/cm(2)). The steel frame profiles construction has changed color due to heating and some are curved. While in blocks C and D steel construction has been destroyed.
引用
收藏
页码：12136 / 12140
页数：5
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