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Bastian, Elfiani
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EVALUASI KINERJA STRUKTUR GEDUNG DENAH L SDN 04 GAREGEH KOTA BUKITTINGGI DENGAN METODE ANALISIS NON LINIER Sumpena, Harri; Bastian, Elfiani; Habirun, Asiya Nurhasanah
Ensiklopedia Research and Community Service Review Vol 3, No 1 (2023): Vol. 3 No. 1 Oktober 2023
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i1.2131

Abstract

Earthquake disaster is a destructive natural phenomenon. One of the concepts and analysis of earthquake resistant buildings is the concept of Performance Based Seismic Evaluation (PBSE) with the method of static push load analysis or pushover analysis. This method is able to provide information on the collapse pattern of existing buildings when subjected to earthquake forces that exceed the building's capacity, when direct collapse occurs, or when the building is able to behave non-linearly before total collapse occurs. The performance of the structure is evaluated by nonlinear analysis using SAP2000 software version 22, and the performance of the building against earthquakes and its collapse pattern can be clearly expressed in the form of a curve using Nonlinear Static Pushover Analysis. Nonlinear Static Pushover Analysis produces a capacity curve that describes the relationship between the base shear force and the displacement of the reference point on the roof.  The results of evaluating the structural performance of the SDN 04 Garegeh building in Bukittinggi City with the L plan, can be concluded based on nonlinear analysis or pushover analysis obtained ATC-40 displacement targets in the x-x direction of 0.02 and in the y-y direction of 0.02 shown in Table 5.5.4 ATC-40 (1996) the level of structural performance is a life safety condition, namely in the structure there is significant damage but has not yet collapsed, the major components of the structure will not collapse and the structure is not damaged.Keyword : Earthquake, Pushover Analysis, SAP2000, Curve Capasity, ATC-40
PERENCANAAN STRUKTUR ATAS SHELTER GENSET DESA TANJUNG, KECAMATAN TEBING TINGGI BARAT, KABUPATEN KEPULAUAN MERANTI Septiadi, Ari; Bastian, Elfiani; Putra, Yorizal
Ensiklopedia Research and Community Service Review Vol 3, No 3 (2024): Vol. 3 No. 3 Juni 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i3.2530

Abstract

MSTB-01 is part of the discovery spread in the eastern region of the Malacca Strait, which is in the inland onshore area in the Ringgit area and the surface conditions are marshy. The purpose of planning the ginset shelter is to help reduce the level of noise and noise pollution that can disturb the environment and also in an effort to assist the MSTB field development program. Data processing method using Staad Pro and manual calculation. The main column design uses steel profile H 350 x 175 x 7 x 11, column grating design uses steel profile C 125 x 65 x 6, main beam design uses steel profile H 200 x 100 x 5.5 x 8, beam rafter design uses steel profile H 200 x 200 x 8 x 12, The design of the beam foundation uses H 400 x 200 x 9 x 12 steel profiles, the design of the reinforcement / frame uses 2L 45 x 45 x 4 steel profiles, and the planning of the H 350 x 175 x 7 x 11 column connection with the base plate uses bolts with a plan diameter of 30 mm and a plate thickness of 20 mm, and a weld foot thickness of 3.5 cm and anchor length of 550 mm. Keywords: MSTB, Shelter, Staad ProV22, Steel Profile
PERENCANAAN STRUKTUR ATAS GEDUNG SD IT QURRATA A'YUN BATUSANGKAR Alexander, Joni; Bastian, Elfiani; Nurhasanah Habirun, Asiya
Ensiklopedia Research and Community Service Review Vol 3, No 2 (2024): Vol. 3 No. 2 Februari 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i2.2535

Abstract

Perpustakaan merupakan sebuah sarana yang sangat penting didalam sebuah lembaga pendidikan dalam menunjang perkembangan ilmu pengetahuan. Demi mewujudkan rasa aman dan nyaman bagi pengguna gedung, penulis melakukan perencanaan struktur gedung ini berdasarkan SNI 1726:2019 beban gempa dan SNI 2847:2019 struktur beton  menggunakan program SAP2000 v22. Gedung direncanakan dengan tingkat daktilitas tinggi, agar saat terjadi gempa yang cukup kuat struktur gedung tidak runtuh. Berdasarkan hasil perhitungan yang didapat yaitu material baja yang digunakan fy = 420 Mpa dan mutu beton fc’ = 30 MPa. Untuk penulangan pelat lantai dipakai tulangan untuk arah x = Ø10 – 150 , dan arah y = Ø10 – 150. Perencanaan kolom memakai mutu baja fy = 420 Mpa dan mutu beton fc’ = 30 MPa dengan ukuran untuk kolom 60 cm x 60 cm. Sedangkan perencanaan balok menggunakan mutu baja fy = 400 Mpa dan mutu beton fc’ = 30 Mpa dengan ukuran untuk balok induk B1 60 cm x 60 cm, balok anak B2 ( 50  cm x 50 cm Kata Kunci : gedung, struktur, gempa.
PERENCANAAN STRUKTUR ATAS GEDUNG SEKOLAH MTsN III KABUPATEN PASAMAN Fadlan, Muhammad; Bastian, Elfiani; Putra, Yorizal; Zulhedi, Zulhedi
Ensiklopedia Research and Community Service Review Vol 3, No 3 (2024): Vol. 3 No. 3 Juni 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i3.2532

Abstract

Planning for the Upper Structure of the MTsN III School Building in Pasaman Regency aims to have a building with good capacity and quality that meets the Indonesian National Standard (SNI). This plan plans the construction of a building structure to achieve a plan that is strong, safe, and fulfills the requirements set out in the regulations that apply to building structure planning. The Planning of the Upper Structure of the MTsN III School Building in Pasaman District was a preliminary design using SAP2000. Loads that are input into SAP2000 are dead loads, live loads, building's own weight, earthquake loads. From the preliminary design results, the results obtained are beam reinforcement (B1) size 30 x 50 with concrete quality 250 MPa, steel quality 420 Mp, reinforcement used 18D19, beam (B2) size 25 x 40 with reinforcement used 16D19, column size 40 x 40 the reinforcement used is 12D19, the floor slab uses D10 reinforcement with a floor plate thickness of 13 cm, stirrup reinforcement D10, the thickness of the concrete cover is 40 mm. From the planning above, it can be concluded that it has fulfilled the terms and conditions in Indonesian regulations and standards.Keywords: Structure of Beams, Columns, Floor Slabs, Loading, Reinforcement.
TINJAUAN STRUKTUR ATAS GEDUNG INSTALASI BEDAH SENTRAL RSUD KOTA PADANG PANJANG Fadhila, Raul; Bastian, Elfiani; Putra, Yorizal
Ensiklopedia Research and Community Service Review Vol 3, No 2 (2024): Vol. 3 No. 2 Februari 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i2.2537

Abstract

In planning the superstructure of central surgical installation RSUD house in the city of Padang Panjang, This building is used as a place to accommodate patients, rooms for doctors and nurses and a place to perform surgical operations. In the formulation of the problem for the construction of this RSUD, the researcher only draws details according to the calculation of the dimensions of the columns, beams, plate thickness and reinforcement design. The method used is preliminary design, loading and modeling as well as structural analysis calculations. From the planning results, the main beam dimensions are 35 cm x 70 cm using lots of 7D16 reinforcement, B2 beam 25 cm x 40 cm lots of 4D19 reinforcement. Columns on the 1st ,2nd floor dimensions used 45 cm x 45 cm with lots of 12D19 bone. The floor slabs use plain steel reinforcement Ø10 - 150 mm for the top bottom with a floor plate thickness of 12 cm. The conclusion is to plan a building should be preceded by a feasibility study so that when carrying out structural calculations later can obtain satisfactory planning results both in terms of quality, cost and time. Keywords: SNI 2019, Structural Analysis, Earthquake Spectrum Response, Loading
Co-Authors Alexander, Joni Asiya Nurhasanah Habirun Fadhila, Raul Fadlan, Muhammad Putra, Yorizal Septiadi, Ari Sumpena, Harri Zulhedi, Zulhedi