STUDI PERILAKU STRUKTUR RANGKA BAJAK-BRACED DAN X-BRACED CBF (CONCENTRICALLYBRACED FRAMES) DENGAN ANALISIS PUSHOVER

LEO, MATHIUS and Saloma, Saloma and Idris, Yakni (2016) STUDI PERILAKU STRUKTUR RANGKA BAJAK-BRACED DAN X-BRACED CBF (CONCENTRICALLYBRACED FRAMES) DENGAN ANALISIS PUSHOVER. Undergraduate thesis, Sriwijaya University.

Preview	Text RAMA_22201_03121401033_0031107601_0011125802_01_front_ref.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (1MB) | Preview
	Text RAMA_22201_03121401033_0031107601_0011125802_02.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (1MB) | Request a copy
	Text RAMA_22201_03121401033_0031107601_0011125802_03.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (136kB) | Request a copy
	Text RAMA_22201_03121401033_0031107601_0011125802_04.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (208kB) | Request a copy
	Text RAMA_22201_03121401033_0031107601_0011125802_05.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (383kB) | Request a copy
	Text RAMA_22201_03121401033_0031107601_0011125802_06.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (52kB) | Request a copy
	Text RAMA_22201_03121401033_0031107601_0011125802_07_ref.pdf - Bibliography Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (87kB) | Request a copy
	Text RAMA_22201_03121401033_0031107601_0011125802_08_lamp.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (2MB) | Request a copy

Abstract

Earthquake retaining structures required to reduced the negative effect of earthquake. This Building with steel structure use steel Concentrically Braced Frame (CBF). This research used 5 models of steel buildings with the same size18 m x 18 m and the height 40 m. This buildings serves as an office building and was built on soft soil condition. Steel building used 2 types of bracing CBF, Xbraced and K-braced. The result of pushover analysis was perfomance level, pushover curve, plastic hinge distribution. The result of research found out that Xbraced is the most effective to increase rigidity and strength building. Model 4 can reduce displacement 40,045% in x direction and 56,079% in y direction. Model 4can reduce drift ratio 50,685% in x direction and 62,423% in y direction, model 4aslo has maximum drift ratio in 7th floor. Model 4 also has the biggest shear forceat performance point with that is 1193,943 ton in x direction and 1134,332 ton in direction. The result of analysis pushover is every model has performance level in immediate occupancy.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	bracing, drift ratio, pushover, plastic hinge, performance level
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA1-2040 Engineering (General). Civil engineering (General) > TA144 General works. Civil engineering, etc. Early to 1850
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Users 2701 not found.
Date Deposited:	05 Nov 2019 01:56
Last Modified:	05 Nov 2019 01:56
URI:	http://repository.unsri.ac.id/id/eprint/14893

Actions (login required)

View Item