A Comparison Between Shear Capacities of Two Composite Shear Walls: DSCSWs and CSPSWs

被引：8

作者：

Labibzadeh, Mojtaba ^{[1
]}

Hamidi, Reza ^{[2
]}

机构：

[1] Shahid Chamran Univ Ahvaz, Fac Engn, Dept Civil Engn, Ahvaz, Iran

[2] Shahid Chamran Univ Ahvaz, Fac Engn, Dept Civil Engn, Struct Engn, Ahvaz, Iran

来源：

STRUCTURAL ENGINEERING INTERNATIONAL | 2019年 / 29卷 / 02期

关键词：

Composite shear wall; Shear capacity; FE modeling; ABAQUS; STRUCTURAL PERFORMANCE; STEEL; CONCRETE; MODEL; BEHAVIOR;

D O I：

10.1080/10168664.2018.1544473

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this study, it was attempted to investigate the efficiency of a new type of composite shear walls named as Double Skin profiled Composite Shear walls (DSCSWs) in practice. To this end, 22 Finite Elements (FE) models of DSCSWs with practical geometries have been modeled using ABAQUS/CAE/Explicit v.6.14. These models were developed based on an enhanced verified reference FE model of a laboratory-scale DSCSW model. Obtained shear capacities of these models were compared with equivalent another type of composite shear walls named as Composite Steel Plate Shear Walls (CSPSWs). Results of comparison revealed that DSCSWs with the same concrete panel and steel plate thicknesses used in CSPSWs, but without the reinforcement of the concrete panel and with many lower numbers of intermediate fasteners than that of CSPSWs, provide greater shear capacity than CSPSWs which demonstrates the distinct advantage of DSCSWs.

引用

页码：276 / 281

页数：6

共 50 条

[1] Parametric analysis and calculation method for bending and shear capacities of innovative composite shear walls
Chen, Z. H.
Jiang, Y. T.
Zhang, X. M.
Yang, Q. Y.
Li, W. B.
ADVANCES IN STRUCTURAL ENGINEERING, 2017, 20 (07) : 1046 - 1058
[2] Experimental investigation of composite shear walls under shear loadings
Arabzadeh, A.
Soltani, M.
Ayazi, A.
THIN-WALLED STRUCTURES, 2011, 49 (07) : 842 - 854
[3] Performance Evaluation and Shear Resistance of Modular Prefabricated Two-Side Connected Composite Shear Walls
Can Mei
Zhendong Zhao
Yongshan Zhang
Dayang Wang
Chengqing Wu
KSCE Journal of Civil Engineering, 2021, 25 : 2936 - 2950
[4] Performance Evaluation and Shear Resistance of Modular Prefabricated Two-Side Connected Composite Shear Walls
Mei, Can
Zhao, Zhendong
Zhang, Yongshan
Wang, Dayang
Wu, Chengqing
KSCE JOURNAL OF CIVIL ENGINEERING, 2021, 25 (08) : 2936 - 2950
[5] Shear-Resistant Behavior Analysis of Light Composite Shear Walls
李升才
江见鲸
于庆荣
Tsinghua Science and Technology, 2002, (06) : 560 - 566
[6] Seismic performance of composite plate shear walls
Dey, Sandip
Bhowmick, Anjan K.
STRUCTURES, 2016, 6 : 59 - 72
[7] Shear Strength of Concrete and gypsum composite walls
Liu, Kang
FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING III, PTS 1-3, 2013, 368-370 : 976 - 983
[8] EXPERIMENTAL STUDY on RELATIONSHIP between SHEAR BUCKLING and SHEAR FAILURE of NAILD SHEATHED SHEAR WALLS
Murakami, Masahide
Azumi, Yoshiharu
Ohshita, Yoshitaka
Journal of Structural and Construction Engineering, 2015, 80 (716): : 1569 - 1578
[9] Experimental study and design method of shear-dominated composite plate shear walls
Wang, Jia-Ji
Nie, Xin
Bu, Fan-Min
Tao, Mu-Xuan
Fan, Jian-Sheng
ENGINEERING STRUCTURES, 2020, 215
[10] Study on the shear strength of composite concrete and steel plate shear walls with binding bars
Zhou, Deyuan
Zhu, Limeng
Stojadinovic, Bozidar
STESSA 2012: PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2012, : 633 - 638

← 1 2 3 4 5 →