Experimental study of seismic performance of precast shear wall with a new bolt-plate connection joint

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 3818-3833
Author(s):  
Wanrun Li ◽  
Haiwang Gao ◽  
Rongjiang Xiang ◽  
Yongfeng Du
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Shear Wall ◽  
Precast Shear Wall ◽  
Plate Connection

scholarly journals Finite-Element Simulation on NPGCS Precast Shear Wall Spatial Structure Model

2019 ◽  
Vol 2019 ◽  
pp. 1-17 ◽  
Author(s):  
Dongyue Wu ◽  
Shuting Liang ◽  
Mengying Shen ◽  
Zhengxing Guo ◽  
Xiaojun Zhu ◽  
...  
Keyword(s):  
Finite Element ◽  
Finite Element Simulation ◽  
Seismic Performance ◽  
Spatial Model ◽  
Residential Building ◽  
Shear Wall ◽  
Lateral Loads ◽  
Element Simulation ◽  
Precast Shear Wall ◽  
Concrete Damage

Seismic performance is basically required in precast shear wall. This study focuses on evaluation and improvement on precast shear wall seismic performance. By carrying out the finite-element simulation on a precast shear wall spatial model with new connector from a practical high-rise precast residential building, which was named as NPGCS and experimentally tested by low-cyclic reversed lateral loads in early studies, the performance results including strengths, stiffness, stress, and concrete damage ratio distributions were obtained, and the reliability of NPGCS spatial model was verified. According to the testing results, the finite-element simulation for the NPGCS spatial model is reliable and relatively accurate, especially for applying contact and beam elements into numerical analysis of precast interfaces and dowel shear actions, respectively. The strengths, stiffness, stress, and concrete damage ratio distributions from the simulation also supported the experimental results and conclusions.

Experimental Study of Seismic Performance of Precast Fabricated Integration Shear Wall

2015 ◽  
Vol 744-746 ◽  
pp. 105-112
Author(s):  
Xi Mei Zhai ◽  
Wen Bo Hu
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Seismic Performance ◽  
Axial Load ◽  
Failure Process ◽  
Shear Wall ◽  
Lateral Loading ◽  
Strain Variation ◽  
Infill Masonry ◽  
Constant Axial Load

A new method to infill the opening in the precast fabricated concrete shear wall was applied in China. In this paper, three geometrically identical precast fabricated shear wall specimens were constructed and tested under constant axial load and quasi-static cyclic lateral loading. The only difference among three specimens was the methods to infill the opening in the middle, the methods were respectively integration infill, masonry infill and without infill. The hysteretic curves, the skeleton curves, the failure process, the strain variation of reinforcement, the stiffness, the ductility and energy-dissipating capacity were obtained. The results and analysis showed that integration shear wall owns good seismic performance. Its bearing capacity, stiffness, energy-dissipating capacity are excellent while ductility is relatively poor. Masonry infilled wall and wall without infill also own good seismic performance.

Sign in / Sign up

Export Citation Format

Share Document