An Analytical Study About the Use of Steel Plate Shear Walls to Improve Lateral Rigidity of Reinforced Concrete Framed Structures

ZerrinKorrkmaz, Serra

doi:10.1590/1679-78256100

Cited by 4 publications

(3 citation statements)

References 11 publications

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“…Many kinds of research in regards to the retrofitting of RC structures with steel elements have been done [16][17][18][19][20][21][22]. In these investigations, the effect of adding new elements such as the steel shear wall and different kinds of braces on the stiffness and ultimate strength of the frame were evaluated.…”

Section: Introductionmentioning

confidence: 99%

Investigating the Retrofit of RC Frames Using TADAS Yielding Dampers

TahamouliRoudsari¹,

Cheraghi²,

Aghayari³

2022

Structural Durability &Amp; Health Monitoring

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TADAS dampers are a type of passive structural control system used in the seismic design or retrofitting of structures. These types of dampers are designed so that they would yield before the main components of the structure during earthquake. This dissipates a large portion of the earthquake's energy and reduces the energy dissipation demand in the main components of the structure. Considering its suitable performance, this damper has been the subject of numerous studies. However, there are still ambiguities regarding the effect of the number of these dampers on the retrofitting of reinforced concrete (RC) frames and their design procedure. In this study, a singlestory, single-bay RC frame with the scale of 1:3, equipped with the TADAS damper, was subjected to hysteresis loading until the drift of 4%. Then, for further assessment, 48 calibrated numerical models were constructed in ABAQUS and the effects of the number of TADAS dampers and column axial force upon the stiffness, strength, and ductility of the frame were accurately investigated. Also, a number of formulations were presented to calculate how the stiffness and lateral strength of the retrofitted frame are affected by an increase in the number of the TADAS plates. The results showed that if the shear capacity of the retrofitted frame is three times that of the initial frame, the structure would have the best response. In addition, if the axial force in the columns exceeds 0.2 P cr the energy dissipation and ductility factor of the frame drastically decrease.

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Section: Introductionmentioning

confidence: 99%

Investigating the Retrofit of RC Frames Using TADAS Yielding Dampers

TahamouliRoudsari¹,

Cheraghi²,

Aghayari³

2022

Structural Durability &Amp; Health Monitoring

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“…G+10 storey buildings in various areas are subjected to an earthquake load. The building's output is measured by the lateral displacements of every story building [15,16].…”

Section: Introductionmentioning

confidence: 99%

Seismic analysis of lateral force resisting steel frame with honeycombed steel thin plate shear wall

Ali¹,

Akbar²,

Huali³

et al. 2021

J. vibroeng.

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In high-rise buildings, shear walls are an important structures feature for sustaining lateral forces. The production of prefabricated steel frames buildings will effectively overcome iron and steel spare capacity, allowing the building sector to recover the industrial revolution. As an advanced kind of flexural rigidity steel plate shear walls (SPSWs) can withstand majority of the load in the frame structure, boost the preliminary lateral toughness and lateral bearing strength, and serve as a first protective barrier until the main frame is demolished, reducing the main frame's failure level and improving the structure's failure resistance. When structures are subjected to external loads such as earthquakes, wind, and other natural disasters, shear walls can be used to increase the structure's strength and safety. The main focus of this research is to use SAP2000 to compare and analyze two different types of shear walls in two different 7-story buildings. Two structural members, one having a honeycombed steel sheet sandwiched between two thin steel plates shear wall and the other having RCC shear wall are compared based on lateral loading parameters (base shear, displacement story-drift etc.). Using SAP2000, the effects of three main parameters were investigated by Pushover analysis and Time history analysis. From the complete analysis, shear wall with honey combed thin plates is proved to be better against seismic and wind loading as compared to RCC wall as well as honeycombed sheet sandwiched between steel plates is economical and gives more area to the story by occupying less space.

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“…These systems have considerable potential for absorbing lateral forces such as those due to earthquakes and wind, especially in tall buildings. Moreover, it can be utilized along with concrete frames to improve the system's lateral rigidity [1,2]. Hence, this demanding phenomenon, which is rapidly trending in the world, found its way through the construction of new buildings as well as reinforcement of existing structures, especially in seismic prone countries like the United States and Japan in the early 1980s [3].…”

Section: Introductionmentioning

confidence: 99%

A Study on the Significance of the Design Parameters of Steel Plate Shear Walls Subjected to Monotonic Loading

Honarmand

Homami

Gharehbaghi

et al. 2020

Civil and Environmental Engineering Reports

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Steel plate shear walls (SPSWs) as a resistant system against lateral loads have a high potential for earthquake energy dissipation. Due to the uncertainties of loading, construction, and installation of SPSWs, it is vital to investigate the importance of each component and achieve higher accuracy in design and the implementation of these members. In this paper, a sensitivity analysis is carried out to determine the significance of important uncertainties. The results denoted that the most important parameters affecting the loading capacity of the SPSWs are height, thickness, length, Young’s modulus of the wall material, flange, and web thickness of the column, respectively.

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An Analytical Study About the Use of Steel Plate Shear Walls to Improve Lateral Rigidity of Reinforced Concrete Framed Structures

Cited by 4 publications

References 11 publications

Investigating the Retrofit of RC Frames Using TADAS Yielding Dampers

Investigating the Retrofit of RC Frames Using TADAS Yielding Dampers

Seismic analysis of lateral force resisting steel frame with honeycombed steel thin plate shear wall

A Study on the Significance of the Design Parameters of Steel Plate Shear Walls Subjected to Monotonic Loading

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