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ANALISIS NUMERIK DINDING GESER BETON GEOPOLIMER DENGAN VARIASI RASIO TULANGAN AKIBAT BEBAN SIKLIK

Shear walls can be an alternative to earthquake-resistant building structures. The use of geopolymer concrete in shear walls can be an alternative to making earthquake-resistant building structures. The ANSYS program can be used to conduct research related to structural unit analysis. The analysis used in this research uses the finite element method. The results of the analysis are hysteresis curves, ductility, stiffness, and cumulative energy dissipation. Comparing the strength performance of shear wall structures using normal concrete with those using geopolymer concrete with different reinforcement ratios. Compared with N10 and N12, specimen N8 was able to achieve the same drift ratio as N0.1F. Specimens N8, N10 and N12 have similar ductility values and belong to the high ductility demand. N8 has the largest cumulative energy dissipation value because it is able to achieve the highest drift ratio of 2.5% in the thrust load direction and 2% in the tensile load direction. The results of this study indicate that the reinforcement ratio affects the strength of the shear wall in resisting cyclic loads.

Availability
#
Central Library (Reference) T1503682024
T150368
Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T1503682024
Publisher
Indralaya : Prodi Teknik Sipil dan Perencanaan, Fakultas Teknik Universitas Sriwijaya.,
Collation
xix, 81 hlm.; ilus.; 29 cm
Language
Indonesia
ISBN/ISSN
-
Classification
624.177 07
Content Type
Text
Media Type
unmediated
Carrier Type
-
Edition
-
Subject(s)
dinding geser
Prodi Teknik Sipil dan Perencanaan
Specific Detail Info
-
Statement of Responsibility
Other version/related
TitleEditionLanguage
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ANALISIS NUMERIK DINDING GESER SELF COMPACTING CONCRETE DENGAN VARIASI RASIO TULANGAN AKIBAT BEBAN SIKLIK-id
ANALISIS PENGARUH PENAMBAHAN VARIASI SERAT POLYPROPYLENE 0%, 0,25%, 0,5%, 0,75%, DAN 1% DARI VOLUME BETON GEOPOLIMER TERHADAP SIFAT MEKANIS DENGAN PERBANDINGAN RASIO FA/AA 2.id
IDENTIFIKASI PENGARUH PENAMBAHAN SERAT SABUT KELAPA 0%, 0,25%, 0,5%, 0,75%, DAN 1% DARI VOLUME BETON TERHADAP SIFAT MEKANIK BETON GEOPOLIMER DENGAN PERBANDINGAN RASIO FA/AA 2-id
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