Design and Performance Parameters of Shear Walls: A Review

Design and Performance Parameters of Shear Walls: A Review

Architecture, Civil Engineering, Environment

Volume 14 (2021): Issue 4 (December 2021)

By:

Abdulkadir Cüneyt AYDIN and Barış BAYRAK

Open Access

|Aug 2022

Figures & Tables

Hysteresis curves of walls that failed diagonal tension a) shaking table tests b) QS-cyclic tests [22]

The tensile stress at the coupled and core wall systems [27]

a) Schematic detail of strengthened shear walls b) Failure pattern of strengthened strip shape shear wall c) Failure pattern of strengthened diagonal shape shear wall

The finite element model a) shear wall b) reinforcement bars c) geometries and reinforcement details of analyzed shear wall [40]

Load-displacement hysteresis curves of the shear walls [40]

Reinforcement layouts of shear walls [43]

Tensile stress-strain relationship of the reinforcements and reinforcement details of the shear walls [44]

Reinforcement details and hysteric loops of the specimens [7]

Geometry and dimensions of tested specimens [60]

Different types of CFDSP shear walls [69]

Shear wall parameters and the results of hysteric curves of tested specimens [69]

Traditional and innovative shear walls [74]

Hierarchical order of failure modes of composite shear walls [74]

Concrete compressive strength – ductility index

Horizontal reinforcement ratio – ductility index

Vertical reinforcement ratio – ductility index

Void Ratio – Ductility index for varying reinforcement details

Reinforcement details for shear walls with openings [57]

Scheme for design parameters of shear walls

Scheme of performance parameters of shear walls

Axial load ratio of analyzed shear walls [40]

Shear wall	Axial load ratio	Axial load (kN)
SW1	0.1	497
SW2	0.2	994
SW3	0.3	1491
SW4	0.4	1988
SW5	0.5	2485
SW6	0.6	2982

Shear wall parameters of tested specimens [69]

Specimen	Cross section (mm x mm)	Shear span ratio	Cubic compressive strength of concrete	Mesh reinforcement	Steel plate thickness of boundary column (mm)	Steel plate thickness of wall body (mm)	Steel content ratio (%)	Axial compressive force (kN)
CFSCW-1	1284x214	2.0	87.5	0	5	5	7.1	7375
CFSCW-2	1284x214	2.0	86.1	0	5	5	7.1	7319
CFSCW-3	1284x214	2.0	86.1	0	5	5	7.1	7319
CFSCW-4	1284x214	2.0	89.8	0	4	4	5.8	7535
CFSCW-5	1284x214	2.0	88..1	0	3	3	4.6	7404
CFSCW-6	1284x214	2.0	65.0	0	5	5	7.1	5863
CFSCW-7	1284x214	2.0	102.6	0	5	5	7.1	7900
CFSCW-8	1284x214	2.0	88.4	0	6	4	7.1	7807
CFSCW-9	1284x214	2.0	83.3	Ø8@130	5	5	7.1	7375
CFSCW-10	750x125	2.0	83.7	0	3	3	7.1	2756
CFSCW-11	750x125	1.5	80.7	0	3	3	7.1	2718
CFSCW-12	750x125	1.0	88.0	0	3	3	7.1	2816

The dimensions and reinforcement characteristics of tested shear walls [38]

Concrete Type	No	Wall	t_w (mm)	l_w (mm)	h_w/l_w	Web reinforcement		Boundary element
						Layout	ρh,v (%)	Longitudinal		Stirrup(s)
						Layout	ρh,v (%)	Lay	ρ(%)	Lay	ρ(%)
	1L	MCL50M	102	2397	1.01	3Ø500 mm	0.14	8 ≠ 5	0.68	2Ø150 mm	0.42
	2L	MCL100M	101	2398	1.01	3Ø250 mm	0.28	8 ≠ 6	0.98		0.42
	3L	MCL50C	101	2398	1.01	3Ø500 mm	0.14	8 ≠ 5	0.68		0.42
	4L	MCL100C	101	2399	1.01	3Ø250 mm	0.28	8 ≠ 6	0.98		0.42
Lightweight concrete	5L	MRL100C	101	5413	0.45	3Ø250 mm	0.28	6 ≠ 6	0.32		0.42
Lightweight concrete	6L	MRL50mC	106	5415	0.44	mesh 6x6-6/6	0.12	8 ≠ 5	0.21		0.40
	7L	MLC50mC	100	2403	1.00	mesh 6x6-6/6	0.12	6 ≠ 6	0.74		0.43
	8L	MEL50mC	100	1221	1.94	mesh 6x6-6/6	0.12	4 ≠ 6	0.99		0.43
	9L	MCL50mD	82	1917	1.00	mesh 6x6-8/8	0.11	6 ≠ 5	0.79	2Ø180 mm	0.44
	10L	MCL50D	82	1912	1.00	3Ø320 mm	0.27	8 ≠ 5	1.06		0.44
	1N	MCN50M	102	2402	1.01	3Ø500 mm	0.14	8 ≠ 5	0.67	2Ø150 mm	0.42
	2N	MCN100M	101	2402	1.01	3Ø250 mm	0.28	8 ≠ 6	0.98		0.42
	3N	MCN50C	102	2399	1.01	3Ø500 mm	0.14	8 ≠ 5	0.68		0.42
	4N	MCN100C	101	2397	1.01	3Ø250 mm	0.28	8 ≠ 6	0.98		0.42
Normal weight concrete	5N	MRN100C	100	5400	0.45	3Ø250 mm	0.28	4 ≠ 6	0.22		0.43
Normal weight concrete	6N	MRN50mC	103	5396	0.45	mesh 6x6-6/6	0.12	8 ≠ 5	0.22		0.41
	7N	MCN50mC	103	2398	1.01	mesh 6x6-6/6	0.12	6 ≠ 6	0.72		0.42
	8N	MEN50mC	101	1239	1.99	mesh 6x6-6/6	0.12	4 ≠ 6	0.96		0.42
	9N	MCN50mD	83	1916	1.00	mesh 6x6-8/8	0.11	6 ≠ 5	0.78	2Ø180 mm	0.43
	10N	MCN50D	84	1921	1.00	3Ø320 mm	0.26	8 ≠ 5	1.02		0.42

DOI: https://doi.org/10.21307/acee-2021-032 | Journal eISSN: 2720-6947 | Journal ISSN: 1899-0142

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Language: English

Page range: 69 - 94

Submitted on: May 27, 2021

Accepted on: Sep 22, 2021

Published on: Aug 4, 2022

Published by: Silesian University of Technology

In partnership with: Paradigm Publishing Services

Publication frequency: 4 times per year

Keywords:

Design,

Composite shear wall,

Coupled shear wall,

Performance,

Shear wall

Related subjects:

Architecture and design,

Architecture,

Architects, buildings

© 2022 Abdulkadir Cüneyt AYDIN, Barış BAYRAK, published by Silesian University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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Design and Performance Parameters of Shear Walls: A Review

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Axial load ratio of analyzed shear walls [40]

Shear wall parameters of tested specimens [69]

The dimensions and reinforcement characteristics of tested shear walls [38]

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