Lifting Test and Analysis of a Segmented Arch System with Outrigger Ribs and Flexural Loading Tests of Precast Panels
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-1553-0.pdf
Reference29 articles.
1. ABAQUS (2014) Abaqus analysis user’s manual version 6.14. Dassault Systems Simulia Corp., Providence, RI, USA
2. Ahn J-H, Yim HJ, Bang JS, Jeon SH (2020) Pull-out capacity of cast-in-place anchor for construction of precast concrete segment arch. Journal of the Korea Institute for Structural Maintenance and Inspection 24:94–102, DOI: https://doi.org/10.11112/jksmi.2020.24.2.94 (in Korean)
3. Altunisik AC, Bayraktar A, Genc AF (2015) Determination of the restoration effect on the structural behavior of masonry arch bridges. Smart Structures and Systems 16:101–139, DOI: https://doi.org/10.12989/sss.2015.16.1.101
4. Altunisik AC, Kanbur B, Genc AF, Kalkan E (2019) Structural response of historical masonry arch bridges under different arch curvature considering soil-structure interaction. Geomechanics and Engineering 18:141–151, DOI: https://doi.org/10.12989/gae.2019.18.2.141
5. Bernini J, Fitzsimons N, Heierli W (2000) Overfilled precast concrete arch bridge structures. Proceedings of 16th congress of international association for bridge and structural engineering (IABSE), September 18–21, Lucerne, Switzerland, 380–387, DOI: https://doi.org/10.2749/222137900796298869
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