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All Journal Journal of Innovation and Applied Technology Jurnal Selat Journal of Sustainable Civil Engineering (JOSCE) Budapest International Research and Critics Institute-Journal (BIRCI-Journal): Humanities and Social Sciences Jurnal Ilmiah Sport Coaching and Education Jurnal Manajemen dan Ekonomi Kreatif Lokawati: Jurnal Penelitian Manajemen dan Inovasi Riset Jurnal Riset Rumpun Ilmu Pendidikan (JURRIPEN) Sosial Simbiosis: Jurnal Integrasi Ilmu Sosial dan Politik International Journal of Economics and Management Research Eduma : Mathematics Education Learning and Teaching
sihabudin sihabudin
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PERBANDINGAN LATIHAN KNEE TUCK JUMP DAN BARRIER HOPS TERHADAP KEMAMPUAN LOMPATAN HEADING BOLA PADA ATLET SEPAK BOLA KLUB PUTRA INDONESIA Sihabudin Sihabudin; Satia Bagdja Ijatna; Yasep Setiakarnawijaya
Jurnal Ilmiah Sport Coaching and Education Vol. 1 No. 1 (2017): Jurnal Ilmiah Sport Coaching and Education
Publisher : Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/JSCE.01101

Abstract

Penelitian ini bertujuan, untuk mengetahui 1) peningkatan yang signifikan dari latihan knee tuck jump terhadap kemampuan lompatan heading bola, 2) peningkatan yang signifikan dari latihan barrier hops terhadap kemampuan lompatan heading bola 3) metode yang lebih efektif antara latihan knee tuck jump dengan latihan barrier hops terhadap kemampuan lompatan heading bola pada atlet sepakbola Klub Putra Indonesia Jakarta Pusat. Metode penelitian yang dipergunakan adalah eksperimen dengan pengambilan populasi 42 atlet. Setelah terkumpul peneliti melakukan pengambilan sample sesuai dengan kriteria yang dibutuhkan maka terkumpulah 30 atlet, yang dilakukan teknik pengambilan sampel dengan teknik purposive sampling. Adapun instrumen penelitian menggunakan teknik statistic Uji-t pada taraf kepercayaan (signifikasi). Dari Hasil tes Latihan kedua kelompok yaitu kelompok Latihan Knee tuck jump Barier hops dan kelompok Latihan Barier hops terhadap tingginya lompatan heading bola diperoleh nilai rata-rata tesakhir sebesar 63,07 dan 54,80 dan simpangan baku sebesar 8,224 dan10,325. Berdasarkan hasil rata-rata diperoleh skor tertinggi pada kelompok Latihan Barier Hops dibandingkan kelompok Latihan knee tuck jump terhadap tingginya kemampuan lompatan heading bola.Untuk mengetahui adanya perbedaan antara kelompok X dan Y ditentukan dengan menggunakan uji t yaitu t-hitung sebesar 2,42 dan t-tabel pada taraf signifikansi 0,05 dandf (n-2) = 28 adalah 2,16. Maka t-hitung>t-tabel sehingga Ho ditolak yang berarti terdapat perbedaan yang signifikan antara Latihan knee tuck jump dengan Latihan Barier hops terhadap tingginya lompatan heading bola. Kata Kunci : Latihan, Sepakbola, Heading, Knee tuck jump, Barrier hops
PERENCANAAN STRUKTUR BANGUNAN BAWAH JEMBATAN RANGKAS PANJANG KECAMATAN KRAGILAN KABUPATEN SERANG Sihabudin Sihabudin; Bambang Hariyanto; M Ichwanul Yusup
Journal of Sustainable Civil Engineering (JOSCE) Vol. 3 No. 1 (2021): josce: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v3i1.1132

Abstract

Bridges are an easy solution to smooth the flow of traffic, but can cause more complex problems such as encouraging people to use more private cars and of course things like this can make more cars. In the end, non-toll roads will get an increase in the volume of traffic and can increase parking needs which are further increasing.Primary data and secondary data from the results of information obtained directly or indirectly are presented in two kinds of forms, namely calculations and supporting images for planning the structure of the bridge under the bridgeThe results of the analysis of the Rangkas Panjang Lower Bridge Structure Planning, the results of the planning have been calculated the dimensions of the structure of the bridge base (abutment) which is determined based on the needs of the local geological structure and provisions, certain requirements are able to withstand burdens due to loading and forces that occur at the base of the bridge ( abutment) that is, with a safety factor (SF) = 17.74> 1.5 and against a sliding Safety Factor (SF) = 2.79> 1.5. The foundation is used wells foundation with a diameter of 3.00 m totaling two pieces on the abutment
Co-Authors Aden Ahmad Asep Jamaludin Bambang Hariyanto Danang Ariyanto Deliyanti Dimyati Dian Cahya Rini Fathul Laila Ibrahim M Ichwanul Yusup Mochamad Umar Saktiaji Moh. Fadli Muhammad Helmi Alfian NI WAYAN SURYA WARDHANI Nurrisma Rahayu Robby Fauji Romi Setiawan Satia Bagdja Ijatna Siti Hamidah Siti Nuraeni Meida Yanti Siti Qomariyah Toheri, Toheri U. Ruhimatullah Yasep Setiakarnawijaya Yudi Firmansyah