Studi Kasus Kolom Komposit Dibandingkan Dengan Kolom Beton Bertulang Srpmk Di Wilayah Resiko Gempa Tinggi

Rochman, Mochamad (2008) Studi Kasus Kolom Komposit Dibandingkan Dengan Kolom Beton Bertulang Srpmk Di Wilayah Resiko Gempa Tinggi. Other thesis, Institut Teknologi Sepuluh Nopember Surabaya.

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Abstract

Pada bangunan tingkat tinggi dan berada di wilayah gempa tinggi sangatlah penting dalam perancangan struktur dengan mempertimbangkan design struktur yang memiliki tingkat daktilitas linggi hal ini cfimaksqdkan apr struktur dapat menahan beban gempa yang berulang-ulang lerjadi dan dalam skala yang besar_ Seja1an deogan semakin berkembangnya teknologi material, maka semakin mudah pula untuk menemukan bahan bahan konstruksi dengan kualitas yang baik. Tentu saja hal ini selanjutnya menimbulkan minat untuk mengkombinasikan bahan bahan tersebut secara struktural, sedemikian sehingga memberikan pelayanan yang sesuai dengan kebutuhan. Sebenanya. material beton dan baja yang dikomposisikan secara struktural sudah dikembangkan sejak lama (contohnya di Amerika). Namun demikian penelitian mengenai hal tersebut seperti tidak ada habisnya. Hal tersebut disebabkan oleh beberapa faktor. antara lain : perkembangan teknologi beton; perkembangan pabrikasi profil baja; perkembangan teknologi konstruksi; metoda pelaksanaan dalam proyek; dan lain-lain. Semakin berkembangnya teknotogi material kolom juga dapat dibuat secara komposit yaitu kolom baja yang terbuat dari profil baja struktur dan diletakkan dalam beton bertulang alau terbuat dari pipa besi atau tube dan diisi dengan beton. Perbandingan luas baja dengan luas penampang kolom (AJAJ paling sedikit 0,01 agar memenuhi syarat sebagai syarat kolom komposit (AL.SC LRFD 2005)
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In high-rise buildings and located in high earthquake areas, it is very important to design structures by considering structural designs that have a high level of ductility. This ensures that the structure can withstand the loads of earthquakes that occur repeatedly and on a large scale. In line with the increasing development of material technology, So it will be easier to find construction materials of good quality. Of course, this then raises interest in combining these materials structurally, so as to provide services that suit needs. Actually. Structurally composed concrete and steel materials have been developed for a long time (for example in America). However, research on this matter seems endless. This is caused by several factors. including: developments in concrete technology; developments in steel profile manufacturing; developments in construction technology; implementation methods in projects; and others. As technology advances, column materials can also be made composite, namely steel columns made from structural steel profiles and placed in reinforced concrete or made from iron pipes or tubes and filled with concrete. Comparison of steel area with column cross-sectional area (AJAJ at least 0.01 to qualify as a composite column requirement (AL.SC LRFD 2005)

Item Type:	Thesis (Other)
Additional Information:	624.183 425 Roc s-1 2008
Uncontrolled Keywords:	komposit, beton bertulang, gempa, srpmk
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA418.9 Composite materials. Laminated materials. T Technology > TA Engineering (General). Civil engineering (General) > TA433 Strength of materials. T Technology > TA Engineering (General). Civil engineering (General) > TA455.S6 Soil (Materials of engineering and construction)
Divisions:	Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User:	EKO BUDI RAHARJO
Date Deposited:	01 Mar 2024 07:19
Last Modified:	01 Mar 2024 07:19
URI:	http://repository.its.ac.id/id/eprint/107750

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