Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connections
This paper presents a test of non-seismically detailed reinforced concrete beam-column connections under reversedcyclic load. The tested specimens represented those of the actual mid-rise reinforced concrete frame buildings, designedaccording to the non-seismic provisions of the ACI building code. T...
Main Authors: | Amorn Pimanmas, Teeraphot Supaviriyakit2 |
---|---|
Format: | Article |
Language: | English |
Published: |
Prince of Songkla University
2008-05-01
|
Series: | Songklanakarin Journal of Science and Technology (SJST) |
Subjects: | |
Online Access: | http://rdo.psu.ac.th/sjst/ejournal/journal/30-3/0125-3395-30-3-323-332.pdf |
Similar Items
-
NONLINEAR FINITE ELEMENT ANALYSIS OF NONSEISMICALLY DETAILED INTERIOR RC BEAM-COLUMN CONNECTION UNDER REVERSED CYCLIC LOAD
by: Teeraphot Supaviriyakit, et al.
Published: (2017-11-01) -
Modeling of interior reinforced concrete beam‐column joint based on an innovative theory of joint shear failure
by: Xuan Hoa Tran, et al.
Published: (2019-07-01) -
Seismic performance of GFRP-RC exterior beam-column joints with lateral beams
by: Khalili Ghomi, Shervin
Published: (2014) -
Seismic performance of GFRP-RC exterior beam-column joints with lateral beams
by: Khalili Ghomi, Shervin
Published: (2014) -
Investigation of the design recommendations of reinforced concrete beam-column joints.
by: Hannah, Mark Alexander
Published: (2015)