Quasi‐static test and strut‐and‐tie modeling of precast concrete shear walls with unconnected vertically distributed reinforcements-Reference-Cited by-同舟云学术

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Quasi‐static test and strut‐and‐tie modeling of precast concrete shear walls with unconnected vertically distributed reinforcements

Published:2021-06-25 Issue:4 Volume:22 Page:2258-2271
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Xiao Xu‐Wen¹²³,Cao Zhi‐Wei¹²^ORCID,Zhang Shi‐Qian⁴,Liao Xian‐Dong⁴

Affiliation:

1. Key Laboratory of Performance Evolution and Control for Engineering Structures of Ministry of Education Tongji University Shanghai China

2. Department of Structural Engineering, College of Civil Engineering Tongji University Shanghai China

3. China State Construction Engineering Corp Beijing China

4. China Construction Eighth Engineering Division. Corp Shanghai China

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000731

Reference36 articles.

1. Vulnerability analysis of industrial RC precast buildings designed according to modern seismic codes

2. ErcolinoM CimminoM MagliuloG et al.Rintc project: nonlinear analyses of italian code‐conforming precast r/c industrial buildings for risk of collapse assessment. 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering;2017.

3. Seismic fragility curves of single storey RC precast structures by comparing different Italian codes

4. Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure

5. Cyclic tensile testing of a three‐way panel connection for precast wall‐slab‐wall structures

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1. Study on the shear mechanism of horizontal joints within UVDR precast shear wall by quasi-static test and finite element analysis;Results in Engineering;2024-09

2. Simplified method for predicting the internal forces in strut‐and‐tie model of cable pylon anchorage zone in a cable‐stayed bridge;Structural Concrete;2024-08-15

3. Lateral hysteretic behavior of precast concrete shear walls with unjointed vertical distribution bars and opening;Engineering Structures;2024-04

4. Seismic performance of precast concrete shear wall using grouted sleeve connections for section steels reinforced at wall ends;Structures;2023-11

5. Seismic performance of precast concrete walls with grouted sleeve connections using large-diameter bars;Soil Dynamics and Earthquake Engineering;2023-06

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