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Deded Eka Sahputra
Universitas Putra Indonesia YPTK Padang
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Mechanical Engineering

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Modifikasi Struktur Gedung Menara Parkson Menggunakan Struktur Baja dengan Sistim Rangka Bresing Eksentrik Deded Eka Sahputra; Aniendhita Rizki Amalia
Civil Engineering Collaboration Vol. 7 (2022) No. 1
Publisher : Universitas Putra Indonesia YPTK Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35134/jcivil.v7i1.35

Abstract

Parkson tower is A Office building which is located in Bintaro Jaya, Tangerang Selatan. Singer Building on the design of reinforced concrete structures, which consists of 11 Floors, High with + 45m, plus 4 Floor basement, which functioned as a regional Parking, with depth of 12 m below the ground surface. The new building is planned to Parkson Tower will be built in the city of Padang, West Sumatra. As we know that the area is a with Padang earthquake zone High The need to review the design spesial Building. The building will be modified with Adding Period Of Building Floor 11 Floor 15 Floor And Being The previous basement Being Land Parking The function will be eliminated, because the land will be transferred Into Parking area beside the building, with Parking Broad availability of land. In the Thesis singer made repeated using a steel structure Eccentrically Braced Frames (EBF), Type wear bresing inverted V. Eccentrically Braced Frames (EBF) is a System Frame with stiffener beams and columns, where at any Edge Of stiffener connected to the review isolated Part of the beam so-called Link. on EBF, the weakest link is a part. So Failure on each on or collapse Structural damage to Happen works of human son on Link. Concept design EBF Link is established as part of Yang would Damaged, elements while lying elastic Conditions Remain hearts. Final Destination Of The singer is generating Planning Structural steel building includes Planning beam, beam Son, concrete filled steel tube column, Profile Link EBF, Profile bresing And Foundations That meets the requirements of Security Structures based SNI 03-2847-2013, SNI 03-1729 -2002, SNI 03-1726-2012, Dan PPIUG 1987
EVALUASI STRUKTUR GEDUNG SENTRA RENDANG TERHADAP BEBAN GEMPA DAN TSUNAMI SEBAGAI SHELTER Deded Eka Sahputra; Rita Nasmirayanti; Rafki Imani; Fakhru Rozi
Rang Teknik Journal Vol 6, No 1 (2023): Vol. 6 No. 1 Januari 2023
Publisher : Fakultas Teknik Universitas Muhammadiyah Sumatera Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (294.744 KB) | DOI: 10.31869/rtj.v6i1.3859

Abstract

Kota Padang di Sumatera Barat merupakan salah satu wilayah di Indonesia dengan risiko gempa bumi dan tsunami yang tinggi. Persisir pantai Kota padang berapa di bagian barat yang berhadapan dengan zona sumber gempa bumi Megathrust. berdasarkan hal tersebut, bangunan publik yang berada di kawasan pesisir pantai harus dirancang kuat terhadap beban gempa dan tsunami. Selain dari fungsi bangunan dirancang sebagai tempat pelayanan publik juga bisa dijadikan tempat perlindungan bencana. Penelitian ini bertujuan untuk mengetahui kekuatan elemen struktur gedung terhadap beban gempa dan tsunami, serta kinerja struktur ditinjau dari displacement dan story drift. Pendekatan yang digunakan untuk memperhitungkan beban lateral yang bekerja pada struktur bangunan, yaitu analisis secara statik ekuivalen dan analisis dinamik respon spektrum dengan menggunakan program ETABS. Hasil dari penelitian ini adalah struktur kolom tidak kuat terhadap beban yang bekerja baik beban gempa maupun beban tsunami. Sedangkan pada struktur balok, balok induk tipe B1 dan tipe B1-2 pada posisi lantai 1 tidak kuat terhadap beban gempa yang bekerja. Berdasarkan tinjauan kinerja struktur displacement pada arah X dan arah Y akibat beban gempa tidak memenuhi syarat SNI-1726-2019 Pasal 7.12.1.1. Gedung sentra rendang tidak aman dijadikan tempat perlindungan bencana.
Co-Authors Aniendhita Rizki Amalia Fakhru Rozi Imani, Rafki Rita Nasmirayanti