Skripsi

PERILAKU DINDING BETON BERTULANG SELF COMPACTING CONCRETE DENGAN VARIASI TULANGAN GESER TERHADAP BEBAN LATERAL SIKLIK

---

Penilaian

---

One of the structural elements designed to withstand earthquakes is the reinforced concrete wall. Critical zone as known as in the edge of the wall is an area that is responsive to earthquake load distribution, so the right design must qualify seismic criteria. The difficulty of compacting conventional concrete due to the density of reinforcement can be overcome by self-compacting concrete material. This research purpose to analyze the behavior of self compacting concrete exterior beam-column joints with variations of shear reinforcement on cyclic lateral loads. The analysis was carried out using ANSYS based on the finite element method. The results of the analysis are hysteresis curve, maximum story drift, stress contour, ductility, stiffness and strength of the structure. The behavior of reinforced concrete wall without shear reinforcement is compared with the behavior of reinforced concrete wall using boundary element shear reinforcement. Reinforced wall without shear reinforcement are able to withstand compressive stresses of -6.333 to -1.556 MPa, while the reinforced concrete wall with shear reinforcement is able to withstand compressive stresses of -30.22 to-11.111 MPa. The highest ductility value of 20.254 was achieved by the reinforced wall without shear reinforcement because the structure yielded faster. The results show that horizontal or diagonal shear reinforcement affects the performance of the structure in resisting cyclic lateral loads.

---

Availability

Inventory Code	Barcode	Call Number	Location	Status
2207002077	T73794	T737942022	Central Library (Referens)	Available

Detail Information

Series Title

-

Call Number

T737942022

Publisher

Indralaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2022

Collation

xvii, 67 hlm.; ilus.; 29 cm

Language

Indonesia

ISBN/ISSN

-

Classification

691.307

Content Type

Text

Media Type

-

Carrier Type

-

Edition

-

Subject(s)

Teknik Sipil
Beton dan Batu Buatan untuk Bangunan

Specific Detail Info

-

Statement of Responsibility

MURZ

Other version/related

File Attachment

Comments

---

You must be logged in to post a comment