BEHAVIOR OF HIGH STRENGTH REINFORCING STEEL BARS IN EARTHQUAKE-RESISTANT STRUCTURE ELEMENTS WITH CYCLIC LOADING
<p align="justify">Currently, design of reinforced concrete building is still dominated with normal strength reinforcing bars, not exceeding 420 MPa of yield strength. Meanwhile, the use of higher strength reinforcing bars tend to increase due to some benefits in the construction, su...
Saved in:
Main Author: | SETIADI KAMARUDDIN - NIM: 25015309, KURNIAWAN |
---|---|
Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/28531 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
SHEAR BEHAVIOR OF FIBER REINFORCED CONCRETE COLUMN WITH HIGH STRENGTH REINFORCING BARS DUE TO AXIAL AND CYCLIC LATERAL LOAD
by: Julian, Jeremi -
APPLICATION OF HIGH STRENGTH STEEL ON STRUCTURAL ELEMENTS USING POLYPROPYLENE FIBER WITH CYCLICAL LOADING
by: DERRY IMANSYAH (NIM : 25015304), MAULANA -
BEHAVIOR OF RCS (REINFORCED CONCRETE STEEL) BEAM-COLUMN CONNECTIONS UNDER CYCLIC LOAD
by: Herdiansah, Yudi -
Steel-reinforced concrete joints under reversal cyclic load
by: Swaddiwudhipong, S., et al.
Published: (2014) -
Flexural Sterength of reinforced Concrete Columns With Mixed Ultra High And Normal Strength Steel Bars For The Longitudinal Reinforcement
by: Perpustakaan UGM, i-lib
Published: (1996)