(Peer Review + CA) Planning Study Of Earthquake Resistant Concrete Building Using Elastic Second Order Analysis*

Pujo, Priyono and IMAM BAIHAQI, KRISNA BAYU and muhtar, muhtar (2020) (Peer Review + CA) Planning Study Of Earthquake Resistant Concrete Building Using Elastic Second Order Analysis*. International Journal Of Sustainable Development - Universitas Muhammadiyah Jember, Universitas Muhammadiyah Jember.

	Text Peer Review.pdf Download (926kB)
	Text turnitin.pdf Download (1MB)
	Text Planning Study Of Earthquake Resistant Concrete Building Using Elastic Second Order Analysis.pdf Download (1MB)

Abstract

In the District of Jember, the last few years often happen earthquakes with a magnitude of medium. Therefore, the planning of high-rise buildings in the District of Jember have to take into account the earthquake forces, so that it can provide performance at least life safety. In doing a planning of earthquake resistant building should be an analysis of the structure in order to get the style that occurs on the elements of the structure. Analysis of the structure of itself has a lot of updates occur following the era of the development of the times, one analysis is the Analysis of the Second- Order Elastic contained in the regulations of ACI 318-14. In the Analysis of the second Order Elastic version of ACI 318-14, the column must take into account the influence of the load is axial, the existence of the area of cracks on the entire length of the component structure of the column, so that for reinforced concrete columns are subjected to a fixed load, creep transfer most of the load from the concrete to the longitudinal reinforcement, load transfer this result to reinforcement press having a yielding prematurely, resulting in loss of EI as effective. Based on the data and the results of the calculation of the planning of the reinforcement of column using Analysis of second Order Elastic obtained extensive reinforcement (As) as follows , K2 = 1134,11 mm2, K3 = 2268,23 mm2, K4 = 13210,40 mm2, K5 = 5284,16 mm2, K6 = 13210,40 mm2.

Item Type:	Peer Review
Uncontrolled Keywords:	Earthquake; Earthquake-Resistant Building; a Column; Analysis of Second Order Elastic.
Subjects:	600 Technology and Applied Science 600 Technology and Applied Science > 620 Engineering 600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering
Divisions:	Faculty of Engineering > Department of Civil Engineering (S1)
Depositing User:	Muhtar Muhtar
Contact Email Address:	muhtar@unmuhjember.ac.id
Date Deposited:	15 Jun 2021 10:47
Last Modified:	22 Jun 2021 10:53
URI:	http://repository.unmuhjember.ac.id/id/eprint/10449

Actions (login required)

View Item