Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading

A half-scale single-bay two-storey RC frame was designed in accordance to Eurocode 8 and constructed using ready mix-concrete by considering seismic load with Ductility Class Medium (DCM). The two-storey moment resistant RC frame was constructed by preparing reinforcement bars caging, preparation of...

Full description

Bibliographic Details
Main Authors:	Nor Hayati, Hamid, M. I., Adiyanto, M, Mohamad
Format:	Article
Language:	English
Published:	Asian Research Publishing Network (ARPN) 2017
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/20340/ http://umpir.ump.edu.my/id/eprint/20340/ http://umpir.ump.edu.my/id/eprint/20340/1/Seismic%20performance%20of%20single%20bay%20two%20storey%20RC%20frame%20under%20in-plane%20lateral%20cyclic%20loading.pdf

id	ump-20340
recordtype	eprints
spelling	ump-203402018-06-27T07:08:18Z http://umpir.ump.edu.my/id/eprint/20340/ Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading Nor Hayati, Hamid M. I., Adiyanto M, Mohamad TA Engineering (General). Civil engineering (General) A half-scale single-bay two-storey RC frame was designed in accordance to Eurocode 8 and constructed using ready mix-concrete by considering seismic load with Ductility Class Medium (DCM). The two-storey moment resistant RC frame was constructed by preparing reinforcement bars caging, preparation of formwork, concreting and curing process. Then, the specimen was tested under in-plane lateral cyclic loading usinga double actuator starting from ±0.01% until ±2.25% with incremental of 0.25% drift. The total number of twenty-four cycles of drift was imposed to RC frame under control displacement method. The visual observations showed that a lot of cracks were concentrated at the corner and exterior beam-column joints where these were the points of transferred the load from top to the bottom of the structure. The ultimate lateral load of 158.48 kN in pushing direction and -126.09 kN in pulling direction was recorded at 2.25% drift. Based on the experimental result, elastic stiffness is 4.04kN/mm, secant stiffness is 1.14kN/mm, effective stiffness is 2.06kN/mm and ductility is 3.51. It can be concluded that the RC moment resistance frame able to withstand minor to moderate earthquake because the value of ductility is ranging between 3 to 6. Asian Research Publishing Network (ARPN) 2017-11 Article NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/20340/1/Seismic%20performance%20of%20single%20bay%20two%20storey%20RC%20frame%20under%20in-plane%20lateral%20cyclic%20loading.pdf Nor Hayati, Hamid and M. I., Adiyanto and M, Mohamad (2017) Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading. Journal of Engineering and Applied Sciences, 12 (22). pp. 6502-6510. ISSN 1819-6608 http://www.arpnjournals.org/jeas/research_papers/rp_2017/jeas_1117_6514.pdf
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nor Hayati, Hamid M. I., Adiyanto M, Mohamad Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading
description	A half-scale single-bay two-storey RC frame was designed in accordance to Eurocode 8 and constructed using ready mix-concrete by considering seismic load with Ductility Class Medium (DCM). The two-storey moment resistant RC frame was constructed by preparing reinforcement bars caging, preparation of formwork, concreting and curing process. Then, the specimen was tested under in-plane lateral cyclic loading usinga double actuator starting from ±0.01% until ±2.25% with incremental of 0.25% drift. The total number of twenty-four cycles of drift was imposed to RC frame under control displacement method. The visual observations showed that a lot of cracks were concentrated at the corner and exterior beam-column joints where these were the points of transferred the load from top to the bottom of the structure. The ultimate lateral load of 158.48 kN in pushing direction and -126.09 kN in pulling direction was recorded at 2.25% drift. Based on the experimental result, elastic stiffness is 4.04kN/mm, secant stiffness is 1.14kN/mm, effective stiffness is 2.06kN/mm and ductility is 3.51. It can be concluded that the RC moment resistance frame able to withstand minor to moderate earthquake because the value of ductility is ranging between 3 to 6.
format	Article
author	Nor Hayati, Hamid M. I., Adiyanto M, Mohamad
author_facet	Nor Hayati, Hamid M. I., Adiyanto M, Mohamad
author_sort	Nor Hayati, Hamid
title	Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading
title_short	Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading
title_full	Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading
title_fullStr	Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading
title_full_unstemmed	Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading
title_sort	seismic performance of single bay two storey rc frame under in-plane lateral cyclic loading
publisher	Asian Research Publishing Network (ARPN)
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/20340/ http://umpir.ump.edu.my/id/eprint/20340/ http://umpir.ump.edu.my/id/eprint/20340/1/Seismic%20performance%20of%20single%20bay%20two%20storey%20RC%20frame%20under%20in-plane%20lateral%20cyclic%20loading.pdf
first_indexed	2023-09-18T22:29:16Z
last_indexed	2023-09-18T22:29:16Z
_version_	1777416176331128832

Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading

Similar Items