(Peer Review + Similarity + Document) STUDI PERENCANAAN GEDUNG BETON BERTULANG TAHAN GEMPA MENGGUNKAN ANALISIS ORDE DUA ELASTIS (ELASTIC SECOND ORDER ANALYSIS) (Studi Kasus : Gedung Laboratorium Terpadu Fakultas Teknik Universitas Jember)
PRIYONO, PUJO (2020) (Peer Review + Similarity + Document) STUDI PERENCANAAN GEDUNG BETON BERTULANG TAHAN GEMPA MENGGUNKAN ANALISIS ORDE DUA ELASTIS (ELASTIC SECOND ORDER ANALYSIS) (Studi Kasus : Gedung Laboratorium Terpadu Fakultas Teknik Universitas Jember). Universitas Muhammadiyah Jember, Universitas Muhammadiyah Jember.
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3. STUDI PERENCANAAN GEDUNG BETON BERTULANG TAHAN GEMPA MENGGUNAKAN ANALISIS ORDE DUA ELASTIS ( ELASTIC SECOND ORDER ANA.pdf Download (675kB) |
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3 Plagiasi STUDI PERENCANAAN GEDUNG BETON BERTULANG.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 SecondOrder
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
[error in script]
Item Type: | Peer Review |
---|---|
Subjects: | 600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering |
Divisions: | Faculty of Engineering > Department of Civil Engineering (S1) |
Depositing User: | Novan Agung | novanagung8@unmuhjember.ac.id |
Date Deposited: | 17 Apr 2021 01:27 |
Last Modified: | 17 Apr 2021 01:28 |
URI: | http://repository.unmuhjember.ac.id/id/eprint/9440 |
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