AN EXPERIMENTAL STUDY ON A HYBRID PRECAST CONCRETE BEAM-COLUMN CONNECTION

Date

2012-10-17

Author

Baran, Eray
Kurtoğlu, Metin

Metadata

Show full item record

Item Usage Stats

125
views

0
downloads

URI

https://hdl.handle.net/11511/81122

Conference Name

10TH INTERNATİONAL CONGRESS ON ADVANCES İN CİVİL ENGİNEERİNG, 17 - 20 Ekim 2012,

Collections

Unverified, Conference / Seminar

Suggestions

OpenMETU
Core

An experimental study on minimum web reinforcement for high strength concrete beams-short shear span Kurluva, Kerem; Özcebe, Güney; Department of Civil Engineering (1994)
An Experimental Study on Welded Overlap CoreSteel Encased Buckling-restrained Braces Bozkurt, Mehmet Bakır; Topkaya, Cem (null; 2017-09-13) Buckling restrained braced frames (BRBFs) can be used as a lateral load resisting system in seismic regions. A typical buckling restrained brace (BRB) is composed of a core segment, debonding material and a buckling restraining mechanism (BRM). The cross‐section of the core segment can be changed along the length to constrain yielding in a limited domain. Most of the BRBs utilize a rectangular core segment which is reduced in width throughout yielding length. The gradual reduction in the width of the core s...
An Experimental study on minimum shear reinforcement for high strength concrete beams Kaya, Sinan Sina; Özcebe, Güney; Department of Civil Engineering (1994)
An Experimental study of capacity expansion and sequencing alternatives for a flat rolled metal producer Arer, Mehmet Murat; Özdemirel, Nur Evin; Akdeniz, Vedat; Department of Industrial Engineering (1997)
An experimental study on minimum flexural reinforcement for high strength concrete beams . Başaran, Hasan; Özcebe, Güney; Department of Civil Engineering (1993)

Citation Formats

E. Baran and M. Kurtoğlu, “AN EXPERIMENTAL STUDY ON A HYBRID PRECAST CONCRETE BEAM-COLUMN CONNECTION,” presented at the 10TH INTERNATİONAL CONGRESS ON ADVANCES İN CİVİL ENGİNEERİNG, 17 - 20 Ekim 2012, Ankara, Türkiye, 2012, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/81122.