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The Analysis of Understanding in Seismic – Resilient Infrastructure Planning in Vocational Student’s Civil Engineering Debataraja, Lisherly Reginancy; Silalahi, Oktavia Ully Artha; Sianturi, Fenny Novita Meysabed; Tarigan, Pagit Juni Sartika Br; Badriansyah, Dine Noviandri
International Journal of Research in Vocational Studies (IJRVOCAS) Vol. 3 No. 4 (2024): IJRVOCAS - Special Issues - International Conference on Science, Technology and
Publisher : Yayasan Ghalih Pelopor Pendidikan (Ghalih Foundation)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53893/ijrvocas.v3i4.44

Abstract

The analysis of understanding in Seismic-Resilient Infrastructure Planning among vocational students in civil engineering is indispensable for multifaceted reasons. This study employs a questionnaire validation test as a means of data collection, utilizing questionnaires to gather information. Simple random sampling was applied to select respondents from Medan State Polytechnic students in their 5th and 7th semesters. The questionnaire is designed to assess students' knowledge of earthquake-resistant infrastructure planning. The research is structured into three segments, focusing on the understanding of earthquake resistance management, structural earthquake resistance, and infrastructure earthquake resistance. The aspect of management seismic resilience understanding ranges from 3.22% to 9.65%. The highest understanding is observed in the awareness of quality control activities, the fifth assessment (9.65%). The lowest understanding is in reduce errors in the implementation of earthquake-resistant construction, the nineth assessment (3.22%). The aspect of structure seismic resilience understanding ranges from 2.78% to 9.48%. The highest understanding is observed in threaded reinforcement, the fourth assessment (9.48%). The lowest understanding is in earthquake-resistant house construction, the seventh assessment (2.78%). The aspect of infrastructure seismic resilience understanding ranges from 5.57% to 15.83%., The highest understanding is observed in earthquake-resistant foundations, the second assessment (15.83%). The lowest understanding is in post-disaster assessment approach, the fifth assessment (5.57%). These percentages likely represent the level of comprehension or proficiency of students in each respective aspect, with higher percentages indicating a better understanding. It is crucial to analyze these results collectively and over time to identify trends, strengths, and areas for improvement in the seismic resilience education provided to vocational civil engineering students.
ANALISIS PERBANDINGAN METODE MKJI 1997 DENGAN PKJI 2023 DALAM MENENTUKAN NILAI KAPASITAS JALAN PADA JALAN PERKOTAAN (STUDI KASUS: JL. DOKTOR MANSYUR) Br Tarigan, Pagit Juni Sartika; Sianturi, Fenny Novita Meysabed; Silalahi, Oktavia Ully Artha; Badriansyah, Dine Noviandri
RETENSI Vol. 5 No. 2 (2025): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v5i2.998

Abstract

Kapasitas jalan merupakan salah satu hal yang dibutuhkan dalam proses penentuan tingkat pelayanan jalan. Terdapat beberapa data yang dibutuhkan dalam proses menentukan kapasitas jalan baik menggunakan metode MKJI 1997 maupun PKJI 2023. Data-data tersebut adalah data lebar jalan, kondisi median, data lebar bahu, data kerb, data jumlah penduduk, jumlah kendaraan yang melintasi ruas jalan, dan data hambatan samping. Seluruh data ini dapat diperoleh dengan melakukan survei secara langsung di lokasi tinjauan. Adapun yang menjadi lokasi tinjauan adalah jalan perkotaan (Jl. Doktor Mansyur), Kota Medan, Sumatera Utara. Selain itu, dilakukan juga pengelompokan jenis kendaraan karena akan memberikan dampak terhadap nilai kapasitas ruas jalan. Survei volume lalu lintas dan hambatan samping dilakukan pada hari kerja dan hari libur. Dengan adanya perolehan nilai kapasitas jalan, dapat ditentukan tingkat pelayan jalannya untuk ditindaklanjuti apabila tingkat pelayanan jalan sudah tidak bekerja sesuai dengan fungsi jalan. Setelah melaksanakan survei lalu lintas dan pengolahan data, diperoleh tingkat pelayanan jalan pada kategori F dikarenakan kondisi hambatan samping yang sangat tinggi dan aktivitas pada ruas jalan yang padat.