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All Journal JAUR (Journal of Architecture and Urbanism Research) Jurnal Teknik Sipil
Yuslinda Yuslinda
Universitas Sains Cut Nyak Dhien
Civil Engineering, Building, Construction & Architecture

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Smart And Inclusive Campus: Pengembangan Sarana dan Prasarana untuk Kampus Ramah Disabilitas Cut Meuthia Rani; Zhilli Izzadati Khairuni; Yuslinda Yuslinda; Irene Santa Maria Simamora; Yunisah Putri Damanik
JAUR (JOURNAL OF ARCHITECTURE AND URBANISM RESEARCH) Vol. 9 No. 2 (2026): April
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jaur.v9i2.14631

Abstract

Inclusive higher education in Indonesia still faces significant challenges in fulfilling the rights of persons with disabilities to access equal education. This article presents the concept of a "Smart and Inclusive Campus" with a Universal Design for Learning (UDL) approach and the integration of sensory-based digital technology to create a more inclusive campus environment. A literature study and analysis of inclusive education policies were conducted to identify accessibility gaps and formulate strategies for developing campus facilities and infrastructure. The results of the study indicate that a combination of universal open space design, mobile-based assistive technology, digital navigation systems, and reinforcement of physical infrastructure can enhance the academic and social participation of students with disabilities. Implementing this concept requires the active involvement of various parties, including the government, educational institutions, the private sector, and disability communities. By adopting this innovative approach, higher education institutions are expected to create a learning environment that is equal, adaptive, and supportive of all students.
Analisis Plastis Jembatan Box Girder Dengan Penampang Single Box Yuslinda Yuslinda
Teras Jurnal : Jurnal Teknik Sipil Vol. 11 No. 1 (2021): Maret 2021
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v11i1.349

Abstract

Abstrak Tujuan penelitian ini untuk menganalisis perilaku plastis penampang single box girder dengan model bilinier dan strain hardening. Hal-hal yang dipelajari adalah hubungan momen-kelengkungan, momen plastis, panjang daerah inelastis dan faktor bentuk (shape factor). Jembatan yang dianalisis mempunyai panjang bentang 40 meter dan lebar 10 meter. Perencanaan penampang jembatan dilakukan dengan menggunakan bantuan program SAP 2000 versi 15, dengan mengikuti prosedur yang ditetapkan dalam RSNI T-03-2005. Beban yang diperhitungkan adalah beban mati dan beban hidup saja dan didasarkan pada RSNI T-02-2005. Analisis dengan model bilinier, momen plastis (Mp) didapatkan sebesar 160 kNm. Untuk analisis dengan model strain hardening, momen plastis (Mps) sebesar 214 kNm. Kenaikan momen plastis akibat diperhitungkan strain hardening penampang single box, yaitu sebesar 25,3%. Kenaikan daerah inelastis akibat diperhitungkan strain hardening menjadi sekitar 4 kali daerah inelastis bila strain hardening tidak diperhitungkan. Akhirnya, dalam tulisan ini diperbandingkan hubungan momen-kelengkungan penampang single box baik menggunakan model bilinier maupun menggunakan model dengan strain hardening. Kata kunci: Single box, perilaku plastis, strain hardening, momen plastis, hubungan momen-kelengkungan Abstract The purpose of this study was to analyze the plastic behavior of a single box girder cross section with a linear and strain hardening model. The things learned are the relationship of moment-curvature, plastic moment, length of inelastic region and form factor (shape factor). The bridge analyzed has a span length of 40 meters and a width of 10 meters. Bridge cross section planning is done using the help of the SAP 2000 program version 15, following the procedures set out in RSNI T-03-2005. Expenses calculated are dead load and live load only and are based on RSNI T-02-2005. Analysis with a linear model, the plastic moment (Mp) obtained for 160 kNm. For analysis with the strain hardening model, the plastic moment (Mps) is 214 kNm. The increase in plastic moment due to calculated single-section cross-section hardening strains is equal to 25.3%. The increase in inelastic area due to hardening strain is calculated to be around 4 times the inelastic area if the hardening strain is not taken into account. Finally, in this paper the single-box cross-section cross-section relationship is compared, both using a linear model or using a strain hardening model. Keywords: Single box, plastic behavior, strain hardening, plastic moment, relationship of moment-curvature
Co-Authors Cut Meuthia Rani Irene Santa Maria Simamora Yunisah Putri Damanik Zhilli Izzadati Khairuni