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Bayu A. Sadjab
Department Of Physics, Faculty Of Natural Sciences And Engineering Technology, Universitas Halmahera
Agriculture, Biological Sciences & Forestry Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Environmental Science Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mathematics Physics Social Sciences Veterinary Other

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DISASTER RESILIENCE IN BUILDING CONSTRUCTION THROUGH CONCRETE CASTING METHODS: IMPLICATIONS FOR THE USE OF STRONG COLUMNS AND WEAK BEAMS Kusnul Prianto; Hariyono Seputro Youngky Pratama; Bayu Achil Sadjab; Endah Kinarya Palupi
Jurnal Pertahanan: Media Informasi ttg Kajian & Strategi Pertahanan yang Mengedepankan Identity, Nasionalism & Integrity Vol 7, No 3 (2021)
Publisher : The Republic of Indonesia Defense University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33172/jp.v7i3.1217

Abstract

The difficulty in obtaining the construction of a strong-beam-weak column building will be encountered during the concrete casting work because in the implementation the beam may be cast using a higher quality concrete than that used for column casting. This has the potential to result in the construction of strong weak-beam columns which should be avoided in earthquake-resistant structures. This study aims to find the most effective concrete casting method that results in the construction of strong-weak beam-columns as intended above. Observations were made on the construction work of a four-story concrete construction building. Analysis by comparing all foundry works whose implementation uses ready mixed concrete made from one vendor, with those using different vendors for each casting of different building structural components. The data used are in the form of compressive strength test results for column casting samples and beam casting samples. From these data, a graph of the compressive strength sample of beam casting is made, then it is compared with the graph of the compressive strength sample of column casting. The results of the study concluded that using different vendors for casting different components of the building has a greater chance of producing a weak beam-strong column structure.
Co-Authors ., As'ari Adey Tanauma Adrian Rahmat Nur B R Toisutta B.R. Toisuta Boyke Toisuta Buka, Oktosea Dalengkade, Mario Nikolaus Dwi Rahayu Pujiastuti Endah Kinarya Palupi Hanny F. Sangian Hariyono Seputro Youngky Pratama Harsen Berg Janis I Putu Tedy Indrayana Iwamoni, Steven Iwamony, Steven Janis, Harsen Berg Kalilu, Nikodemus Khafidh Nur Aziz Kurnia Kurnia KURNIA KURNIA, KURNIA Kusnul Prianto, Kusnul Nining Purwaningsih Novita Kundiman O.F.W. Tutupary Ontje Fransisca Winesty Tutupary Pratiwi, Elok Surya R. Kondolembang Rofiqul Umam Ronald Kondolembang Sastrawan, Febrian Dedi Sismanto Sismanto Steven Iwamony Sunarno Sunarno Tambanaung, Andrisal Tjinta, Yumarti G B Yusniar, Masitah