Results 41 to 50 of about 278,365 (386)

Investigation of Seismic Behavior of Coupled Steel Shear Wall Designed with Performance-Based Plastic Design Method [PDF]

Journal of Structural and Construction Engineering, 2021
Coupled steel plate shear wall consist of  two shear wall with flat web plate with rigid beam-column connection, that connected with coupling beam at story level.
Ehsan Vaziri, Mohammad Gholami, Abdolreza Zare   +2 more
doaj   +1 more source

Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame [PDF]

Journal of Structural and Construction Engineering, 2019
The steel shear wall is an appropriate resistant system against lateral loads that is been utilized in modern high-rise buildings and upgrading existing buildings because of numerous benefits.
Madjid Gholhaki, ali kheyroddin, Parisa Babaeizadeh   +2 more
doaj   +1 more source

Probabilistic Seismic Assessment of CoSPSW Structures Using Fragility Functions

Metals, 2022
The corrugated steel plate shear wall (CoSPSW) is a new type of steel plate shear wall, in which corrugated wall plates instead of flat wall plates are adopted.
Zhilun Tan, Qiuhong Zhao, Yu Zhao, Cheng Yu   +3 more
doaj   +1 more source

A macro-element based practical model for seismic analysis of steel-concrete composite high-rise buildings [PDF]

, 2013
This is the post-print version of the final paper published in Engineering Structures. The published article is available from the link below. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting,
Bao, China Ministry of Construction, China Ministry of Construction, China Ministry of Construction, China Ministry of Construction, Colotti, de al Llera, Fajfar, Figini, Ghobarah, Guoqiang Li, Harris, Kim, Li, Li, Li, Linde, Lu, Otani, Park, Sun, Xiangming Zhou, Zhou   +22 more
core   +1 more source

Study on axial compressive bearing capacity of composite shear wall with double-skin steel plate

工程科学学报, 2017
This study conducted a steel-plate buckling analysis and a stress analysis of confined core concrete in a composite shear wall with a double-skin steel plate.
HAO Ting-yue, CAO Wan-lin
doaj   +1 more source

Shake-table tests of large-scale shear wall and infilled frame models [PDF]

, 1995
Three different types of wall construction scale models were tested dynamically to ultimate failure by subjecting each of them to a sequence of simulated earthquakes of progressively increasing magnitudes on a 5 m×5 m shaking table in order to evaluate ...
Kwan, AKH, Xia, JQ
core   +1 more source

Investigation of the Influence of Design Parameters on the Strength of Steel–Concrete Composite Shear Walls by Finite Element Simulations

Buildings, 2023
In this paper, the influence of design parameters on the strength of steel–concrete composite shear walls is investigated by means of finite element (FE) simulations.
Masoud Javadi, Erick I. Saavedra Flores, Sergio J. Yanez, Siva Avudaiappan, Juan C. Pina, Carlos F. Guzmán   +5 more
doaj   +1 more source

Study on Seismic Behavior of Steel Frame-Steel Shear Wall with Assembled Two-Side Connections

, 2019
Low-cycle reciprocating loading tests were carried out on a steel frame with prefabricated beam-only connected steel plate shear wall (specimen A) and a steel frame with welded beam-only connected steel plate shear wall (specimen B).
Yuben Zhang, X. Zhan
semanticscholar   +1 more source

Shear bearing capacity calculation of low-rise SFRC shear wall with CFST columns based on simplified softened strut and tie model

Frontiers in Materials
In the paper, an innovative shear wall, which is referred to as steel fiber reinforced concrete (SFRC) shear wall with concrete filled steel tube (CFST) columns, is introduced, based on the high bearing capacity and large stiffness of concrete filled ...
Peibo You, Li Li, Yapeng Qin, Yi Wang, Qingjie Yang, Jie Zhang   +5 more
doaj   +1 more source

Steel Plate Cold-Rolled Section Steel Embedded High-Strength Concrete Low-Rise Shear Wall Seismic Performance

Advances in Civil Engineering, 2018
Four test pieces with different steel plate center-to-center distances and reinforcement ratios are subjected to low-cycle repeat quasistatic loading to optimize properties as failure mode, hysteretic curve, skeleton curve, energy dissipation parameters,
Min Gan, Yu Yu, Liren Li, Xisheng Lu
doaj   +1 more source