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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL BANGUN REKAPRIMA JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Rancang Bangun SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Jurnal Pengembangan Rekayasa dan Teknologi Inersia : Jurnal Teknik Sipil Spektrum Sipil Journal of Civil Engineering and Planning (JCEP) Andalasian International Journal of Applied Science, Engineering, and Technology Jurnal Teknik Sipil Giratory Upgris Teknika Abdi Teknoyasa Cakrawala: Jurnal Pengabdian Masyarakat Global Jurnal Informasi Pengabdian Masyarakat Jurnal Pengabdian KOLABORATIF
Talitha Zhafira
Universitas Semarang
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

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Journal : JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION

 1 
ANALISIS DINAMIK RESPONS SPEKTRUM DAN STATIK EKUIVALEN GEDUNG PERKULIAHAN UNIVERSITAS SEMARANG Talitha Zhafira; Imawan Taufiqy; Purwanto; Mustain; Nurti Kusuma Anggraini
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 7 No. 1 (2023): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i1.8418

Abstract

In the planning building structures, the calculation lateral loads due to earthquakes is very necessary. Spectrum response analysis is a way of analyzing the relationship between the period of a building structure and the value the building's acceleration when an earthquake hits it. Equivalent static analysis is usually used in buildings that are not too high, where the load effect on the structure is considered a horizontal static load due to ground movement. This study uses the lecture building object at the University of Semarang with the dynamic response spectrum and static equivalent methods. This study aims to determine the level of building safety due to earthquake loads according to SNI for earthquake resistance planning 1726; 2019 with base shear, displacement, story drift, and P-delta effects using the ETABS V.18.02. The results of analysis, the Semarang University lecture building stated that it was safe with a dynamic base shear spectrum response of not less than 100% static earthquake, maximum displacement with a value of 44 mm, the story drift value of all floors was still below the limit of 46.154 mm, so the structure of the lecture building was still in the safe category against working load. The effect of p-delta in this study is ignored because the boundary coefficient for each floor is less than 0.10.
PERBANDINGAN KUAT TEKAN BETON NORMAL DENGAN BETON CAMPURAN FIBERGLASS Wahyu Tri Utomo; Talitha Zhafira; Purwanto
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 7 No. 2 (2023): Article In Press
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.9125

Abstract

Kebutuhan infrastruktur terus mengalami peningkatan seperti bangunan gedung, jembatan, jalan, bendungan dan lain sebagainya. Biasanya bangunan tersebut menggunakan beton sebagai bahan utama, sehingga memiliki ketahanan yang baik. Di era modern yang semakin meningkat yang di iringi oleh perkembangan teknologi, banyak di temukan beberapa bahan yang dapat di manfaatkan sebagai salah satu campuran beton. Salah satunya dengan menambahkan serat Fiberglass ke dalam campuran beton dengan komposisi tertentu. Beton menggunakan serat (fiber) merupakan beton dengan penambahan campuran potongan-potongan fiber yang di masukan ke dalam campuran beton tersebut. dapat di ketahui bahwa penambhan serat fiberglass dapat mengakibatkan pengurangan lekatan antar butiran agregat yang dapat mempengaruhi kuat tekan beton tersebut.Penurunan kuat tekan beton dapat di lihat dari hasil pengujian kuat tekan beton dengan campuran serat fiber 1% dalam usia 28 hari memiliki nilai kuat tekan yang paling tinngi dengan nilai 22,01 Mpa, sedangkan beton dengan campuran 2% memiliki kuat tekan yang paling rendah dengan hasil 18,35 MPa.
Co-Authors Aina Firdha Aishah Anik Kustirini Anik Kustirini, Anik Anugerah Bayu Hermawan Bagus Acung Billahi Berlianna Adhistya Firdaus Crista, Ngudi Hari Diah Rahmawati Dwifi Aprillia Karisma Edy Susilo Hakas Prayuda Iman Satyarno Imawan Taufiqy Indra Bagus Kurniawan Jeihan Salahudin Mohammad Kholil Muqorrobin Kuncoro, Ahmad Hakim Bintang Kusrin Lilis Tiyani M Fahrul Hidayat Mentari S Sitorus Monika, Fanny Muhammad Daffa Adi Pangestu Mustain Naufal Fitriansah Hartono Nurti Kusuma Anggraini Nurti Kusuma Anggraini Priyosulistyo Priyosulistyo Purnijanto, Bambang Purwanto Purwanto Purwanto Purwanto Purwanto Retno Dewi Pramodia Ahsani Retno Dewi Pramodia Ahsani Ricky Abdul Majid Samsul A Rahman Sidik Hasibuan Seno Suharyo Setyati Budiningrum, Diah Taufiq Zuda Nasukha Trias Widorini Wahyu Khoirul Umar Wahyu Tri Utomo