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<title><![CDATA[ANALISIS GAYA LATERAL PADA DERMAGA APUNG KALIBARU JAKARTA]]></title>
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<namePart>0424097803 - Yessi Nirwana Kurniadi., S.T., M.T., Ph.d</namePart>
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<namePart>0431017401 - Dr. Yuki Achmad Yakin, S.T,.M.T</namePart>
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<namePart>Redho Putra Maulana / 22 2014 082</namePart>
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<note>Dermaga apung merupakan kompensasi pemerintah untuk nelayan di Kalibaru Jakarta akibat adanya imbas dari pembuatan tanggul raksasa Jakarta. Namun belum ada pembahasan mengenai gaya lateral dermaga apung pada tiang pancang. Penelitian ini bertujuan untuk melakukan analisis gaya lateral yang akan dibandingkan dengan kapasitas tiang pancang sebagai penahan gaya lateral pada dermaga apung. Gaya lateral yang diakibatkan oleh gelombang, arus, angin dan tumbukan kapal ke fender termasuk sebagai input beban pada software SAP2000. Pemodelan dan pengecekan kapasitas daya dukung lateral tiang pancang menggunakan software SAP2000. Pemodelan ini menggunakan 15 kombinasi pembebanan dan 2 kondisi yaitu pada saat kondisi HWL dan LWL. Hasil studi menunjukkan bahwa pada semua kombinasi pembebanan tiang pancang mampu menahan gaya lateral dari dermaga apung. Besar gaya lateral yang bekerja pada tiang pancang dalam keadaan maksimum adalah pada kondisi HWL, dimana P=333.128kN, Vx=130.872kN, Vy=3.416kN, Mx=758.5023kNm, My=16.9432kNm. Defleksi pada kombinasi pembebanan maksimum didapat sebesar 7,61 cm.</note>
<subject authority=""><topic><![CDATA[Dermaga apung, gaya lateral, tiang pancang]]></topic></subject>
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