scholarly journals Reinforced Concrete Shear Wall System and its Effectiveness in Highrise Buildings

2020 ◽  
Vol 7 (4) ◽  
pp. 14-18
Author(s):  
Vedant Mishra ◽  
Dr.Mishra M.P
2005 ◽  
Vol 61 (7) ◽  
pp. 912-941 ◽  
Author(s):  
Wan-Shin Park ◽  
Hyun-Do Yun ◽  
Sun-Kyoung Hwang ◽  
Byung-Chan Han ◽  
Il Seung Yang

2020 ◽  
Author(s):  
Ehsan Borbory

One of the types of earthquake-resistant systems is the concrete shear wall system, which has attracted the attention of engineers due to its good performance in past earthquakes. But some architectural constraints force engineers to install openings in shear walls; thus, this will affect the behavior of the shear wall. Many researchers have conducted experimental and finite element studies for assessing the effects of openings in reinforced concrete shear walls. However, there is a lack of comprehensive comparisons between different studies. This paper reviews some most recent experimental and finite element studies available in the literature and presents a review of the main contributions. This literature review reveals that the seismic responses and the stiffness of structures are influenced by the size and location of the openings in the reinforced shear wall.


Author(s):  
Wong Seng

<p>In line with Singapore’s Building Construction Authority (BCA)’s initiative to promote productivity in the construction industry using PPVC technology, this paper outlines the pioneering approach of using reinforced concrete composite shear wall system in the PPVC technology in construction of a 40-storey residential project in Singapore.</p>


2014 ◽  
Vol 919-921 ◽  
pp. 39-44 ◽  
Author(s):  
Wei Jing Zhang ◽  
Qian Zhang ◽  
Pei Ru Fu

The cast-in-situ reinforced concrete grillage shear wall system with non-dismantling formwork is a new type of structural system characterized by load-bearing and thermal insulation, and the research on the construction technique is crucial to its promotion and application. Combined with the pilot building, the key technology and construction measures are introduced in this paper, which can provide reference for the related projects in future.


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