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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Teknika Jurnal Teknosains Jurnal Produksi Tanaman Sinergi Jurnal Ilmiah Dinamika Rekayasa (DINAREK) Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Potensi : Jurnal Sipil Politeknik JMM (Jurnal Masyarakat Mandiri) Jurnal Teknik Logic : Jurnal Rancang Bangun dan Teknologi Jurnal Ilmiah Rekayasa Sipil Portal: Jurnal Teknik Sipil APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE) JURNAL POLI-TEKNOLOGI Prosiding Seminar Nasional Hasil-hasil Penelitian dan Pengabdian Pada Masyarakat Presisi Jurnal Pengabdian Masyarakat Recent in Engineering Science and Technology
Anis Rosyidah
Jurusan Teknik Sipil, Politeknik Negeri Jakarta
Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Public Health Social Sciences Transportation Other

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Journal : Sinergi

 1 
The effect of variation of shear walls placement on the response of building structure using the Direct Displacement-Based Design method Hanif Satria Aji; Anis Rosyidah; Jonathan Saputra
SINERGI Vol 26, No 2 (2022)
Publisher : Universitas Mercu Buana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22441/sinergi.2022.2.009

Abstract

Shear walls' placement in specific positions could develop different structural responses to the building and affect the structure's strength to the received lateral loads. This research aims to find the variations in the shear walls' placement on the structure's response under the Direct Displacement Based Design (DDBD) method. The object of this research is the model of a 10-story reinforced concrete building located in Yogyakarta, Indonesia. Modelling of building structures is carried out in this study with four variations of shear wall placement. First, the walls are located at every building's corner. The shear wall is then positioned in the core of the building, where the apertures have shrunk. Then, the shear wall is located on the edge of the building. Last, the shear wall is located on the edge of the building. ANOVA method is used to analyze the significant difference, i.e., variations in the walls' placement. This research indicates the significant differences in the x-direction shear force and the y-direction moment The shear walls are suggested to be placed according to the building's condition and the earthquake ground site's class to produce an optimal structure to resist earthquake loads.
Investigation of seismic resistant structures with various moment-resisting frame systems and pushover analysis Putra, Oky Bima; Ramadhan, Ilham Dwiputra; Rosyidah, Anis; Saputra, Jonathan; Sucita, I Ketut
SINERGI Vol 28, No 3 (2024)
Publisher : Universitas Mercu Buana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22441/sinergi.2024.3.010

Abstract

Earthquakes are a serious threat in the construction of multi-storey buildings in Indonesia, which are divided into several seismic design categories. The design of seismic-resistant buildings requires the management of plastic hinges to reduce seismic loads. The aspects of seismic-resistant structural design in Indonesia are regulated by SNI 1726:2019, SNI 1727:2020, and SNI 2847:2019. Intermediate Moment Resisting Frame System (IMRFS) and Special Moment Resisting Frame System (SMRFS) are used based on seismic category and earthquake intensity. Pushover analysis is used to analyze the structures behavior when exposed to seismic loads. This research designs seismic resistant structures with IMRFS and SMRFS at different locations with the aim of assessing structural performance and gaining reinforcement to the concrete ratio, which is relevant for the design and construction of multi-storey buildings in Indonesia. The results of this research are the structural performance levels, reinforcement volume, concrete volume, and the reinforcement to concrete volume ratio. Both IMRFS and SMRFS reached Immediate Occupancy to Life Safe performance levels after the earthquake because their monitored displacement was not significantly different. The structural failure modes of both systems meet the Strong Column–Weak Beam requirements. The distribution of plastic hinges also remains in the Immediate Occupancy category. 
Comprehensive seismic evaluation of existing buildings using ASCE 41-17 standards Rosyidah, Anis; Dinda, Tree Irma; Saputra, Jonathan; Sucita, I Ketut
SINERGI Vol 29, No 3 (2025)
Publisher : Universitas Mercu Buana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22441/sinergi.2025.3.008

Abstract

This study addresses the lack of comprehensive seismic evaluations for eight-story reinforced concrete buildings in high-seismic zones, such as Jakarta, using the ASCE 41-17 standard. The research evaluates the seismic performance of a 35-year-old office building through a tiered analysis approach, including Tier 1, Tier 2, and Tier 3. The study aims to identify structural deficiencies and propose retrofitting measures to meet modern seismic standards. Defects in soft story behavior and overturning stability were among the five and fourteen items in the Tier 1 assessment that showed noncompliance. In Tier 2, linear analysis revealed critical ductility demands, with Demand-to-Capacity Ratios (DCR) exceeding permissible limits in most structural elements. The nonlinear pushover analysis conducted in Tier 3 revealed an insufficient structural capacity to withstand high seismic loads. Maximum inter-story drifts in the X and Y directions were 2.321% and 2.319%, respectively, surpassing Life Safety standards. The findings indicate that the building's seismic performance falls between the Life Safety and Collapse Prevention levels, emphasizing the urgent need for retrofitting to enhance its resilience. This research presents a comprehensive framework for integrating global standards and local seismic conditions to enhance the safety and performance of existing structures in high-risk areas.
Co-Authors Amalia Amalia Annisaa Dina Puspita Asep Kurniawan Ayu Nur Setianingsih Azis Wicaksana Chintya Sari Denny Yatmadi Dimas Wiratenaya Dinda, Tree Irma Dody Farouq Alfariez Edistria, Ega Efendi Yasin Ferdin Satria Anggriawan Finantika Sekar Asmara Gilang Maulid R Hanan Yurizka Hanif Satria Aji I Ketut Sucita I Ketut Sucita Ida Nurhayati Indriyana Luthfiyanti Latha M. S Lilis Tiyani Muhamad Ziddan Muhammad Amitabh Pattisia Muhammad Ariq Wicaksono Muhammad Fathur Rouf Hasan Nadhila Ramadhani A.P. Novi Arfarita Novikasari, Inas Praganif Sukarno Praganif Sukarno Prihatin Oktivasari Putra, Oky Bima Ramadhan, Ilham Dwiputra Rinawati Rinawati Rinawati Rinawati Rinawati S. R. Permita Sari Saputra, Jonathan Sari, Chintya Sari, S. R. Permita Suci Fadhilah Ramadhani SUHAILI YARHAM Sumargo Sumargo Syamsul Basri Syamsul Basri Ulil Albab Wijaya, Bunga Shafira Yogi Widiawati