PERBANDINGAN DESAIN SISTEM PELAT KONVENSIONAL DENGAN FLAT SLAB WITH DROP PANEL MENGGUNAKAN BALOK TEPI
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Institusion

Institut Teknologi Perusahaan Listrik Negara

Author

Sepuh, Ika Purnamasari Lombu
Yuhanah, Tri

Subject

Teknik Sipil 

Datestamp

2019-09-09 06:32:18 

Abstract :
Indonesia is an earthquakes prone area, therefore the building plan should attend the effects of earthquakes in accordance with the building code in force. This study aims to determine the comparison of earthquake resistant design of office buildings using conventional plates with flat slab with drop panel of edge beams. Modeling structure, analysis and design process using computer program. At this stage the definition of all types and dimension elements of the 9 stories office buildings used such as beams and columns are used, after that done making plate and drop panel as one unity of structure Based on the results of the discussion, it is known that in the planned office building the use of conventional plate system produces larger concrete volume 4,374% and weight structure larger 3,057% than flat slab with drop panel using edge beam. Seismic base shear force dynamically for X and Y direction for conventional plates 38,521% and 38,013% larger than flat slab with drop panel system using edge beam. 

File :
Cover.pdf
Bab 1 FINAL.pdf
(i) Lembar Pengesahan.pdf
(ii) Lembar Pengesahan Tim Penguji.pdf
(iii) Pernyataan Keaslian Skripsi.pdf
(iv) Halaman Pernyataan Publikasi.pdf
(vii) Ucapan Terimakasih.pdf
(viii-x) Daftar Isi.pdf
(v-vi) Abstrak.pdf
(xiv-xv) Daftar Gambar.pdf
(xi-xiii) Daftar Tabel.pdf
(xvi) Daftar Lampiran.pdf
Bab 2 FINAL.pdf
Bab 3 FINAL.pdf
Bab 4 FINAL.pdf
Bab 5 FINAL.pdf
(125) Daftar Pustaka.pdf
(126) Daftar Riwayat Hidup.pdf
(127) Lampiran 1 Sketsa Penulangan.pdf
(131) Lampiran 2 step etabs.pdf