Access the full text.
Sign up today, get DeepDyve free for 14 days.
(1973)
perimental study on thin steel shear walls and particular bracing under alternative horizontal loading in : IABSE Symp
(2002)
Seismic behavior and design of composite steel plate shear walls, Steel Tips Report, Structural Steel Educational Council, USA
Ghasem Pachideh, M. Gholhaki, Amir Daryan (2019)
Analyzing the damage index of steel plate shear walls using pushover analysisStructures
Mohammad Meghdadaian, M. Ghalehnovi (2019)
Improving seismic performance of composite steel plate shear walls containing openingsJournal of Building Engineering
(2007)
Seismic behavior of composite shear wall systems and application of smart structures technology in : Steel Struct
S. Shafaei, F. Farahbod, Amir Ayazi (2017)
Concrete Stiffened Steel Plate Shear Walls With an Unstiffened OpeningStructures, 12
Lanhui Guo, Ran Li, Q. Rong, Sumei Zhang (2012)
Cyclic behavior of SPSW and CSPSW in composite frameThin-walled Structures, 51
(2007)
Seismic behavior of composite shear wall systems and application of smart structures technology
(2002)
Seismic behavior and design of composite steel plate shear walls, Steel Tips Report, Structural Steel Educational Council
(2015)
Investigating of Damage Indexes Results Due to Presence of Shear Wall in Building with Various Stories and Spans in :
(2019)
Investigation of Subpanel Size Effect on Behavior Factor of Stiffened Steel Plate Shear Wall in
(2008)
A Closer Look at Steel Plate Shear Walls in: Modern Steel Construction
A. Arabzadeh, M. Soltani, Amir Ayazi (2011)
Experimental investigation of composite shear walls under shear loadingsThin-walled Structures, 49
V. Caccese, M. Elgaaly, Ru-Ming Chen (1993)
Experimental Study of Thin Steel‐Plate Shear Walls under Cyclic LoadJournal of Structural Engineering-asce, 119
M. Afshari, M. Gholhaki (2018)
Shear strength degradation of steel plate shear walls with optional located openingArchives of Civil and Mechanical Engineering
A. Astaneh-Asl, Judy Liu, K. McMullin (2002)
Behavior and design of single plate shear connectionsJournal of Constructional Steel Research, 58
(2019)
Daryan, A .S
(2004)
Seismic behavior of composite shear wall systems and application of smart structures technology in : 13 th World Conf
J. Malley, L. Arber (2018)
An Overview of the Changes to AISC 341—Seismic Provisions for Structural Steel Buildings
Y. Takahashi, Y. Takamoto, T. Takeda (1973)
IABSE Symp. on Resistance & Ultimate Deformability of Structures Acted on by Well‐defined Repeated Loads
Xiaohu Li, Xiaojun Li (2017)
Steel plates and concrete filled composite shear walls related nuclear structural engineering: Experimental study for out-of-plane cyclic loadingNuclear Engineering and Design, 315
(2015)
Investigating of Damage Indexes Results Due to Presence of Shear Wall in Building with Various Stories and Spans
(1993)
Experimental study of the thin steel - plate shear wall under cyclic load in :
Behnoosh Rassouli, S. Shafaei, Amir Ayazi, F. Farahbod (2016)
Experimental and numerical study on steel-concrete composite shear wall using light-weight concreteJournal of Constructional Steel Research, 126
(1973)
Experimental study on thin steel shear walls and particular bracing under alternative horizontal loading
(2019)
Investigation of Subpanel Size Effect on Behavior Factor of Stiffened Steel Plate Shear Wall
(2016)
Modeling and Analysis of Thin Steel Plate Shear Walls using the New Method
(2010)
User's Manual, version 6.1, Hibbitt, Karlsson
T. Roberts, S. Sabouri-Ghomi (1992)
Hysteretic characteristics of unstiffened perforated steel plate shear panelsThin-walled Structures, 14
M. Gholhaki, Ghasem Pachide, O. Rezayfar, S. Ghazvini (2019)
Specification of Response Modification Factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method (IDA)
This paper has been peer reviewed
Modeling and Analysis of Thin Steel Plate Shear Walls using the New Method in: 2nd Intl
S. Shafaei, Amir Ayazi, F. Farahbod (2016)
The effect of concrete panel thickness upon composite steel plate shear wallsJournal of Constructional Steel Research, 117
Qiu Zhao, A. Astaneh-Asl (2004)
Cyclic Behavior of Traditional and Innovative Composite Shear WallsJournal of Structural Engineering-asce, 130
L. Thorburn, G. Kulak, C. Montgomery (1983)
Analysis of steel plate shear walls
(2016)
perimental and Numerical study on steel - concrete composite shear wall using light - weight concrete in :
(2008)
A Closer Look at Steel Plate Shear Walls
(2017)
2017) Steel Plates and Concrete-Filled Composite Shear Walls related Nuclear Structural Engineering: Experimental Study for Out-of-Plane
Steel plate shear walls (SPSW) are being increasingly used in steel or concrete structures as lateral load‐resisting systems. Shear buckling is one of the major shortcomings of the SPSW and so to address this issue, buckling‐restrained steel plate shear walls (BRSPSW) have started to appear. Owing to the novel concept of this structural system, this paper aims to investigate the effect of factors influencing the response of BRSPSWs. For this purpose, a parametric study was conducted using ABAQUS software. Based on the results acquired from the hysteretic curves, an increase in the concrete compressive strength does not markedly affect the ductility and energy dissipation capacity. Moreover, it was observed that as the width of the gap between concrete panel and steel plate grows, the energy dissipation and response modification factor are reduced. Besides, the results indicate that as steel strength increases, so energy dissipation increases from 0.7 to 11.7 %. Accordingly, based on a comparison between the rate of improvement in shear capacity arising from an increase in the strength of the concrete panels, frame and steel plate, it is concluded that it would be much more rational to increase the concrete strength so that a high shear capacity can be achieved for the BRSPSW. Lastly, in all models, as the gap width increases from 0 to 20 mm and 20 to 35 mm, ductility decreases by 41 and 30 % respectively.
Steel Construction: Design and Research – Wiley
Published: Feb 1, 2021
Keywords: ; ; ; ; ; ; ; ; ; ;
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.