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Eka Susanti
Jurusan Matematika, Fakultas MIPA, Universitas Sriwijaya
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Journal : AGREGAT

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Analisis Pushover terhadap Struktur Gedung dengan Sistem Rangka Pemikul Momen Khusus menggunakan Metode Precast septiarsilia, Yanisfa; Propika, Jaka; Susanti, Eka; Prasetyo, Agus Edy
AGREGAT Vol 9 No 1 (2024)
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/ag.v9i1.22101

Abstract

The ITS Tower 2 building was built on Keputih Street, Surabaya. This building has 13 floors with a height of +51.00 meters which was built using a conventional concrete system. Based on the structural analysis results, the authors found that the existing structure was included in the category of soft soil (SE). In SNI 2847-2019 for the Special Structural Wall Systems category, the building height had a maximum limit of 48 meters. Conventional system planning took a relatively long time to complete. So it was necessary to evaluate the existing structure and modify it using the SMRF method and Precast System. The SMRF-method was used because it did not have a height limit in its planning, and the precast system was chosen because the planned structure had a typical floor plan. The evaluation of the existing structure showed that the fundamental period was 1.2384 seconds, the mass participation in the X direction was 93.90%, the Y direction was 91.79% with 75 modals, and the most significant floor deviation occurred in the Y direction was 49.57 mm. This value met the requirements according to SNI 2847-2019 and SNI 1726-2019; several beam and column cross-section elements are still unsafe due to the reinforcement being smaller than the analysis result, but the performance level was included in the Immediate Occupancy. The evaluation results of the structure showed that the main beam B2 was 60/80 with the longitudinal reinforcement 8D29, the joist beam B4 was 50/70 and B6 was 40/60 with the longitudinal reinforcement 7D25, the column K1 was 110/110 with the longitudinal reinforcement 28D36. The structural behavior obtained the entire period of 1.6059 seconds, the mass participation in the X direction was 99.30%, the Y direction was 99.24% with 50 modals, and the most significant floor deviation occurred in the Y direction was 28.46 mm. This value met the requirements and performance of the building, including the Immediate Occupancy level. Connections for precast columns used dry joints, while the connections for other precast elements used wet joints.
Analisis Pushover terhadap Struktur Gedung dengan Sistem Rangka Pemikul Momen Khusus menggunakan Metode Precast septiarsilia, Yanisfa; Propika, Jaka; Susanti, Eka; Prasetyo, Agus Edy
AGREGAT Vol 9 No 1 (2024)
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/ag.v9i1.22101

Abstract

The ITS Tower 2 building was built on Keputih Street, Surabaya. This building has 13 floors with a height of +51.00 meters which was built using a conventional concrete system. Based on the structural analysis results, the authors found that the existing structure was included in the category of soft soil (SE). In SNI 2847-2019 for the Special Structural Wall Systems category, the building height had a maximum limit of 48 meters. Conventional system planning took a relatively long time to complete. So it was necessary to evaluate the existing structure and modify it using the SMRF method and Precast System. The SMRF-method was used because it did not have a height limit in its planning, and the precast system was chosen because the planned structure had a typical floor plan. The evaluation of the existing structure showed that the fundamental period was 1.2384 seconds, the mass participation in the X direction was 93.90%, the Y direction was 91.79% with 75 modals, and the most significant floor deviation occurred in the Y direction was 49.57 mm. This value met the requirements according to SNI 2847-2019 and SNI 1726-2019; several beam and column cross-section elements are still unsafe due to the reinforcement being smaller than the analysis result, but the performance level was included in the Immediate Occupancy. The evaluation results of the structure showed that the main beam B2 was 60/80 with the longitudinal reinforcement 8D29, the joist beam B4 was 50/70 and B6 was 40/60 with the longitudinal reinforcement 7D25, the column K1 was 110/110 with the longitudinal reinforcement 28D36. The structural behavior obtained the entire period of 1.6059 seconds, the mass participation in the X direction was 99.30%, the Y direction was 99.24% with 50 modals, and the most significant floor deviation occurred in the Y direction was 28.46 mm. This value met the requirements and performance of the building, including the Immediate Occupancy level. Connections for precast columns used dry joints, while the connections for other precast elements used wet joints.
Co-Authors ,S.T.,M.Kom., Sarjana A, Dhimas Abbas, Afida Sylvana Ade Wasti, Ade Adewasti, Adewasti Aditya Kurniawan Effendi Adityasmara, Dhimas Afifah, Nabila Yun Agnes Manik, Agnes Agus Suprijono Agus Wahyudin Ahmad Kurnain, Ahmad Alliya, Annisa Ul Ananda Faridhatul Ulva Angga Pratama Anggini, Nurasiah Anita Anita Anna Kania Widiatami Ansofino Ansofino Anwar, Hazril Fikri Apriliyani, Mila Nurul Aprilliya, Fitriani Apriyanto, Arie Fauzi Arif, Muhammad Fahrozi Arsi, Arsi Asmoro, Windu Azahra, Hafizza Azhariah, Rahmadiani Azizah Azra Ayunda Bambang Suprihatin Br Sitorus, Faradiza Ariska Budiman Budiman Cansa Fahima Ainnun Dafarius, Simson Albert Togar Des Alwine Zayanti, Des Alwine Dewi Pertiwi Dian Cahyawati Dimas, Dimas Dita Kamarul Fitriyah Eka Yusnaldi Ellya, Hikma Endro Setyo Cahyono, Endro Setyo Evi Yuliza, Evi Fadhila Chaniago, Redina An Fajriansyah, Muhammad Mizan Faritcan Siallagan, Timbo Fatkhur Rohman Fauza, Hendri Febina Sitompul, Ferren Audy Febriandi, Roni Fitri Maya Puspita Fitri, Layla Gani, Liyundzira Fikroh Gustiaranti, Audrey Agdennia Hakim, Alif Man Halimatussa’diyah, R.A Hamidiyah, Masita Hapsi Puspita Adinda Hardiyansyah , Hardiyansyah Hariyen, Nori Harni, Tris Hartono, Agung Hasibuan, Ardina Khoirunnisa Herlina Hanum, Herlina Herlina, Eli Hesti W, Ariani Hesti Wulan S., A. Ariani Hidayat, Yulia Hizbullah, Gilang I Dewa Putu Pramantara Indah Sulistyarini Indah Yuliani Indiasti, Anitasiya Risky Indra Komara, Indra Indrawati Indrawati insani, trisna Irma Salamah irsyad, irsyad Irwansyah, Rudi Istiono, Heri Jaka Propika Jannah, Sholihatun Nur Jarot Tri Bowo Santoso Julaika, Siti Jumiati Marsha, Yummy Kartikasari, Galih Kemuning, Skar Khairani, Lutfi Putri Khairani, Rizki Putri Yunisa Kohar, Dadun Kresnawati, Yani Laila Kamilla Lelfita, Lelfita Liamsi, Heri Lindawati Lindawati Lubis, Rahma Fitri Yani Mahendra Nata, Eric Vianto Mahyuddin Barni Margaretha Maria Shinta Pratiwi Mariska, Zaenati Martha C, Intan Meldawati Meldawati Missriani Missriani, Missriani Mulyawan, Ronny Nafisah, Saniatun Napitupulu, Maya Farhanna Nasution, Ade Suriyani Nasution, Aida Suciyanti Nasution, Kartina Aggraini Nasution, Masriyanti Nasution, Nisa Fahria Nasution, Toni Natasya, Azzahra Nelfi Erlinda Ningsih, Riza Wati Silvia Novi Rustiana Dewi Noviani, Noviani Nst, Anggi Rahmanida Nufita Sari, Nukhak Nur Ahyani Nur Hasanah Nuril Huda Nurlaila Nurlaila Nurul Silva Lestari, Nurul Silva Oki Dwipurwani Oktaviani, Utari Pamungkas, Megita Dwi Permata, Anggun Pitaloka, Dinda Dyah Prahesti, Wanodya Eka Prasetyo, Agus Edy Pupu Sopini Putra, Deri Ariandi Putri Sarah Khoiriah Putri, Ainia Fatiha Susilo PUTRI, TIARA Rachmadi, Moch Faizal Raharjo, Teguh Hardi Rahma Apriani, Rila Rahma Fitria, Rahma Rahmadhani, Putri Rizki Ramadhan, Ahmad Farhan Ramadhan, Azhar Yusuf Ratih, Sasika Ratulangi, Anggi Retno Pangastuti Rifaldi, Kgs Muhammad Rindarto, Ahmad Rininingsih, Uning Rizky, Septiana Robinson Sitepu Rosyidah Alfitri Rumiasih, Rumiasih Sabila, Fadlah Putri Sabila, Sonia Safira, Indri Yune Said Nur Octavianto Salehudin, Salehudin Sallsa Billa, Isfie Salsabila, Nazwa Sambas, Ela Carmelia Mukti Samsul Huda Saputri, Annisa Mega Sari, Khoiriya Sari, Latifa Ika Saroni, Saroni Satrio, Anton Eko Sholihin Sholihin Siahaan, Rizki Putri Jasmin Simamora, Sari Kurniah Simanjorang, R. Mahdalena Sion, Androw Mikhov Sitompul, Eby Delyani situmorang, Jauharah Jilan Solin, Ramadhan Srg, Aisyah Rizqa Fitri Srg, Durrah Mawaddah Suendri Suendri, Suendri Sugianur, Sugianur Sugiono Sugiono Supadi, Siti Suzlin Suroso Suroso Suwarmi Syabila, Tiara Syabrina, Lulu Syafira, Syafira Syamsiar, Syamsiar Syamsudin, Septian Fajar Syaroh, Aini Tamalia, Ghita Triana, Diah Tussa'ddiyah, Ra Halimah Ubaedulah, Sigt Fajar Vanny, Saskia De W, Ariani Hesti Wahyudin Nur Nasution, Wahyudin Nur Wani, Anis Syafa Wijayana, Hendra Winata, Nana Triana Winta, Mulya Virgonita I Wiranda, Arya Yanisfa Septiarsilia Yanita, Nurul Fadhila Yasmin, Feby Annisa YI, T. Khoirunnisa. Yulisda, Desvina Yusnawati , Yusnawati Yusriani, Yusriani Zahra, Najra ZEFI, SUSAN Zuhriyah, Fitri