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All Journal Media Teknik Sipil MEDIA KOMUNIKASI TEKNIK SIPIL Sinergi Rekayasa Sipil Semesta Teknika Teknisia Jurnal Teknik Sipil Bangunan Jurnal Rekayasa Sipil Journal of the Civil Engineering Forum JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Dinamisia: Jurnal Pengabdian Kepada Masyarakat Jurnal Aplikasi Teknik Sipil Publikasi Riset Orientasi Teknik Sipil (Proteksi) Journal of Civil Engineering and Planning (JCEP) Bulletin of Civil Engineering Andalasian International Journal of Applied Science, Engineering, and Technology Universitas Muhammadiyah Yogyakarta Undergraduate Conference Proceeding Prosiding Seminar Nasional Program Pengabdian Masyarakat Journal of the Civil Engineering Forum Jurnal Penelitian Transportasi Darat
Hakas Prayuda
Universitas Muhammadiyah Yogyakarta
Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Medicine & Pharmacology Public Health Social Sciences Transportation Other

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Prediksi Kuat Lentur Balok Beton dengan Menggunakan Program Response-2000 dan Persamaan Pendekatan Monika, Fanny; Muqorrobin, Kholil; Prayuda, Hakas; Zhafira, Talitha; Tiyani, Lilis
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 28, Nomor 1 (2022)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (393.459 KB) | DOI: 10.14710/mkts.v28i1.42017

Abstract

Kuat lentur beton merupakan salah satu sifat mekanik yang perlu di periksa khususnya untuk beton yang difungsikan sebagai balok yang menerima beban lentur. Namun demikian, seringkali pemeriksaan kuat lentur beton hanya menggunakan pendekatan persamaan yang telah ditemukan oleh beberapa peneliti. Seiring perkembangannya, inovasi konstruksi beton terus dilakukan khususnya inovasi bahan penyusun yang lebih bervariasi. Sementara itu, persamaan-persamaan yang telah dihasilkan pada umumnya menggunakan beton konvensional tanpa bahan-bahan penyusun tambahan. Oleh sebab itu, perlu dilakukan pemeriksaan apakah persamaan tersebut dapat memprediksi kuat lentur dengan material penyusun yang lebih bervariasi. Penelitian ini dilakukan dengan memeriksa 72 data dari hasil pengujian laboratorium yang dilakukan oleh peneliti terdahulu. Masing-masing data hasil pengujian akan dikomparasikan dengan persamaan yang telah ditemukan serta hasil ini juga dibandingkan dengan analisis menggunakan Response-2000. Hasil analisis kuat lentur aplikasi Response-2000 didapatkan korelasi R² terhadap pengujian kuat lentur laboratorium sebesar 0,8207 atau mendekati nilai kuat lentur pengujian laboratorium sebesar 82%, dengan persamaan regresi linier y = 1,1326x + 1,0016. Hasil analisis kuat lentur menggunakan berbagai metode pendekatan substitusi kuat tekan didapatkan rata-rata korelasi R² sebesar 0,8246, atau mendekati nilai kuat lentur pengujian laboratorium sebesar 82,46%.
Comparative seismic performance of flat slabs using four design codes Samsul Abdul Rahman Sidik Hasibuan; Hakas Prayuda; Suraya Hani Adnan; Tengku Anita Raja Hussin; Fredy Kurniawan; Tika Ermita Wulandari
SINERGI Vol. 30 No. 2 (2026)
Publisher : Universitas Mercu Buana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22441/sinergi.2026.2.010

Abstract

This study evaluated the seismic performance of flat slab structures designed according to four international standards: SNI 2847-2019 (Indonesia), NZS 3101:2006 (New Zealand), IS 456-2000 (India), and JSCE 15-2007 (Japan). A five-story reinforced concrete building was modeled using ETABS for nonlinear pushover analysis, while MATLAB was utilized for calculating slab thickness, moment distribution, reinforcement design, and punching shear strength. Results unveiled that the JSCE 15-2007 code provided the stiffest system with minimal lateral displacement and the highest base shear capacity, whereas IS 456-2000 exhibited superior ductility and flexibility. SNI 2847-2019 and NZS 3101:2006 delivered balanced performance in terms of stiffness and material efficiency. The variation in slab thickness, reinforcement area, and natural period highlighted each code’s design philosophy regarding seismic safety. These findings suggest that code selection should consider regional seismic risk, structural demands, and construction priorities to ensure optimal safety and efficiency. The study contributes to the harmonization of global flat slab design practices and offers practical recommendations for improving the seismic resilience of buildings.
Co-Authors Acep Widiyanto Afriandini, Besty Aji, Kartika Restu Al Fajir M Sarita Andi Herius Anita Rahmawati Annisa Adika Qolby Aristyasari, Yunita Furi Arma Rizal Riyandar As'at Pujianto As’at Pujianto, As’at As’at Pujianto Bagus Soebandono Baskoro Abdi Praja Bella Lutfiani Al Zakina Berkat Cipta Zega Cahyati, Martyana Dwi Darda Bari Farizqi Dodi Agusto Wijaya Eri Putra Siswantoro Erlinda, Risky Dwi Fadhila Firdausa Fadhila Firdausa Fadillawaty Prayuda Fadillawaty Saleh Fadillawaty Saleh Fadillawaty Saleh Fadillawaty Saleh Fadillawaty Saleh, Fadillawaty Faiik Ilmi Fattiha, Desti Lailatul Mufida Fauzan, Okta Marzantio Firdausa, Fadhila Fredy Kurniawan Hanif Nursyahid Haq, Muhammad Mundzirul Hasibuan, Samsul A Rahman Sidik Hendy Wijaya Husna, Renita Ibrahim Ibrahim Ikhsan, Muhammad Nur Indra Bagus Kurniawan Istiawan, Istiawan Istiawan, Istiawan Junaidi Abdurazak Lilis Tiyani M Fahrul Hidayat M. Yogi Riyantama Isjoni Martyana Dwi Cahyati Martyana Dwi Cahyati Masdiana Moh. Ervianto Moh. Ervianto, Moh. Monika, Fanny Muhammad Imaduddin Muhammad Rizal Muqorrobin, Kholil Nugraha, Yoga Paudel, Satish Pratiwi, Sustika Prayuda, Fadillawaty Pujianto, As'at Pujianto, As'at Purwanto Purwanto Putra, Firhan Mahreza Yunanto Renita Husna restu faizah Saleh, Fadillawaty Salsabila, Bella Samsul A Rahman Sidik Hasibuan Samsul Abdul Rahman Sidik Hasibuan Saugani, Muh Sofyan Sinta Rizky Amalia Siti Solihah Soebandono, Bagus Sri Atmaja P. Rosyidi Sri Rezki Artini Suraya Hani Adnan Sustika Pratiwi Syarbaini Lubis Talitha Zhafira Taufiq I. Maulana Taufiq Ilham Maulana Taufiq Ilham Maulana Tengku Anita Raja Hussin Tika Ermita Wulandari Tiyani, Lilis Tri Ananda Putri Wilasamba, Ogata Yanuar Ade Putra Yoga Nugraha