Steel Plate Concrete Walls for Containment Structures in Korea: In-Plane Shear Behavior

Author(s):  
Sung-Gul Hong ◽  
Seung-Joon Lee ◽  
Myung-Jae Lee
2010 ◽  
Vol 5 (4) ◽  
pp. 385-394 ◽  
Author(s):  
Sung-Gul Hong ◽  
◽  
Wonki Kim ◽  
Kyung-Jin Lee ◽  
Namhee Kim Hong ◽  
...  

This paper investigates the out-of-plane shear behavior of composite steel-plate-reinforced concrete walls (SC walls) and proposes their shear-strength-models based on plasticity theory limit analysis. For speedy, modular construction, SC walls are fabricated using double-skin steel plates with welded shear studs and sandwiching concrete between them. A review of current design formulas provides better understanding of bond-stress-dependent shear behavior relying on studs of SC walls. We conducted experiments on bondstrength-dependent arch and/or truss action to verify proposed shear-strength models with test results. Test results, including those from literature, agreed well with the strength anticipated by proposed formulas.


2016 ◽  
Vol 119 ◽  
pp. 202-215 ◽  
Author(s):  
Jungil Seo ◽  
Amit H. Varma ◽  
Kadir Sener ◽  
Deniz Ayhan

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 2320-2328
Author(s):  
Dan Dragan ◽  
Andre Plumier ◽  
Hervé Degée

2020 ◽  
Vol 232 ◽  
pp. 111553 ◽  
Author(s):  
Fa Zhang ◽  
Zhendong Hu ◽  
Limin Gao ◽  
Yumin Wan ◽  
Limin Jin ◽  
...  

2015 ◽  
Vol 744-746 ◽  
pp. 288-291
Author(s):  
Zhen Lei ◽  
Yong Wang ◽  
Jun Tong Qu

To overcome the shortcoming of unreinforced masonry (URM) structure, structural columns are added in its construction to avoid the sudden collapse. This kind of structures still suffers different degrees of damage in the earthquake. This paper assesses the in-plane shear behavior of masonry walls with structural columns retrofitted with FRP (fiber reinforced polymer). The tests of two half-scaled masonry walls under cyclic loading have been carried out. One wall was served as reference specimen without any retrofitting scheme. Another specimen was tested to the pre-defined damage level and then strengthened with FRP sheets in mixed retrofitted configuration. The shear behavior of retrofitted specimen was discussed and compared with the reference in the aspect of lateral shear strength, maximum displacement and energy dissipation.


2018 ◽  
Vol 83 (749) ◽  
pp. 1075-1085
Author(s):  
Kenji TAKASHIMA ◽  
Ryota NAKAMURA ◽  
Shinji NAKATA ◽  
Tsutomu HANAI ◽  
Kuniyoshi SUGIMOTO ◽  
...  

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