Mobile QR Code QR CODE
Export citation EndNote

References

1 
ASCE (2023) Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-23). Reston, VA; American Society of Civil Engineers (ASCE).URL
2 
Baker, J. W. (2015) Efficient Analytical Fragility Function Fitting using Dynamic Structural Analysis. Earthquake Spectra 31(1), 579-599.DOI
3 
Calvi, G. M., Pavese, A., Rasulo, A., and Bolognini, D. (2005) Experimental and Numerical Studies on the Seismic Response of RC Hollow Bridge Piers. Bulletin of Earthquake Engineering 3, 267-297.DOI
4 
Cassese, P. (2017) Seismic Performance of Existing Hollow Reinforced Concrete Bridge Columns. Ph.D. Thesis. University of Naples Federico II.URL
5 
Cassese, P., De Risi, M. T., and Verderame, G. M. (2019) A Modelling Approach for Existing Shear-Critical RC Bridge Piers with Hollow Rectangular Cross Section under Lateral Loads. Bulletin of Earthquake Engineering 17, 237-270.DOI
6 
Cassese, P., Ricci, P., and Verderame, G. M. (2017) Experimental Study on the Seismic Performance of Existing Reinforced Concrete Bridge Piers with Hollow Rectangular Section. Engineering Structures 144, 88-106.DOI
7 
Chen, X. (2020) System Fragility Assessment of Tall-Pier Bridges Subjected to Near-Fault Ground Motions. Journal of Bridge Engineering 25(3).DOI
8 
Cheng, C. T., Mo, Y. L., and Yeh, Y. K. (2005) Evaluation of as-Built, Retrofitted, and Repaired Shear-Critical Hollow Bridge Columns under Earthquake-Type Loading. Journal of Bridge Engineering 10(5), 520-529.DOI
9 
Cheng, C. T., Yeh, Y. K., and Mo, Y. L. (2004) Flexural Repair of Hollow Rectangular Bridge Columns Failed due to Earthquake- Type Loading. Materials and structures 37, 717-723.DOI
10 
Delgado, P. (2009) Avaliação da Segurança Sísmica de Pontes. Ph.D. Thesis. Universidade do Porto.URL
11 
Delgado, P., Sá, N., Marques, M., and Arêde, A. (2017) Methodology for the Characterization of Seismic Limit States of Damage in RC Hollow Piers Experiment. Proceedings of the 16th World Conference on Earthquake Engineering, Santiago, Chile, 9-13 January 2017. International Association for Earthquake Engineering. 1–12.URL
12 
FEMA (2008) Effects of Strength and Stiffness Degradation on Seismic Response (FEMA P440A). Washington, D.C.; Federal Emergency Management Agency (FEMA).URL
13 
FEMA (2009) Quantification of Building Seismic Performance Factors (FEMA P695). Washington, D.C.; Federal Emergency Management Agency (FEMA).URL
14 
Han, Q., Wen, J., Du, X., and Jia, J. (2014) Experimental and Numerical Studies on Seismic Behavior of Hollow Bridge Columns Retrofitted with Carbon Fiber Reinforced Polymer. Journal of Reinforced Plastics and Composites 33(24), 2214- 2227.DOI
15 
Han, S. W., Koh, H., and Lee, C. S. (2019) Accurate and Efficient Simulation of Cyclic Behavior of Diagonally Reinforced Concrete Coupling Beams. Earthquake Spectra 35(1), 361-381.DOI
16 
Haselton, C. B., Liel, A. B., Taylor-Lange, S. C., and Deierlein, G. G. (2016) Calibration of Model to Simulate Response of Reinforced Concrete Beam-Columns to Collapse. ACI Structural Journal 113(6), 1141-1152.URL
17 
Jabor, A. J. (2013) Behavior of Reinforced Concrete Hollow Circular Columns with Steel Fiber Inclusion under Cyclic Bending. Journal of Babylon University 21(4).URL
18 
Kawashima, K., Une, H., and Sakai, J. (2002) Seismic Performance of Hollow Reinforced Concrete Arch Ribs Subjected to Cyclic Lateral Force under Varying Axial Load. Journal of Structural Engineering 48A, 747-757.URL
19 
Kenmotsu, Y., and Kawashima, K. (2001) Seismic Performance of Hollow Reinforced Concrete Columns with Densely Confined Zones. Doboku Gakkai Ronbunshu 2001(682), 57-69.DOI
20 
Kim, T. H. (2012) Inelastic Behavior of Hollow Reinforced Concrete Bridge Columns. Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012. Sociedade Portuguesa de Engenharia Sísmica.URL
21 
Kim, T. H. (2018) Seismic Performance Assessment of Hollow Reinforced Concrete Bridge Columns Using an Extended Damage Index. Journal of the Korea Concrete Institute 30(2), 167-177. (In Korean)DOI
22 
Kim, T. H., Kim, H. Y., Lee, J. H., and Shin, H. M. (2014a) Hollow Reinforced Concrete Bridge Column Systems with Reinforcement Details for Material Quantity Reduction: II. Experiments and Analyses. Journal of the Earthquake Engineering Society of Korea 18(1), 9-18. (In Korean)DOI
23 
Kim, T. H., Lee, J. H., and Shin, H. M. (2014b) Hollow Reinforced Concrete Bridge Column Systems with Reinforcement Details for Material Quantity Reduction: I. Development and Verification. Journal of the Earthquake Engineering Society of Korea 18(1), 1-8. (In Korean)DOI
24 
KSCE (2008) Explanations of Highway Bridge Design Criteria. Seoul: Korean Society of Civil Engineers (KSCE), 150-204. (In Korean)URL
25 
Lee, C. S., and Han, S. W. (2018) Computationally Effective and Accurate Simulation of Cyclic Behaviour of Old Reinforced Concrete Columns. Engineering Structures 173, 892-907.DOI
26 
Lee, C. S., Park, Y., and Jeon, J. S. (2021) Model Parameter Prediction of Lumped Plasticity Model for Nonlinear Simulation of Circular Reinforced Concrete Columns. Engineering Structures 245, 112820.DOI
27 
Lee, J. H., Choi, J. H., Hwang, D. K., and Kwahk, I. J. (2015) Seismic Performance of Circular Hollow RC Bridge Columns. KSCE Journal of Civil Engineering 19(5), 1456-1467.DOI
28 
Liang, X., Beck, R., and Sritharan, S. (2015) Understanding the Confined Concrete Behavior on the Response of Hollow Bridge Columns. Ames, IA: Iowa State University, Institute for Transportation. No. CA14-2264.URL
29 
Lignos, D. G., and Krawinkler, H. (2011) Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading. Journal of Structural Engineering 137(11), 1291-1302.DOI
30 
Lowes, L. N., and Altoontash, A. (2003) Modeling Reinforced- Concrete Beam-Column Joints Subjected to Cyclic Loading. Journal of Structural Engineering 129(12), 1686-1697.DOI
31 
Mander, J. B., Priestley, M. J. N., and Park, R. (1983) Behaviour of Ductile Hollow Reinforced Concrete Columns. Bulletin of the New Zealand Society for Earthquake Engineering 16(4), 273-290.DOI
32 
Mander, J. B., Priestley, M. J., and Park, R. (1988) Theoretical Stress-Strain Model for Confined Concrete. Journal of Structural Engineering 114(8), 1804-1826.DOI
33 
Mangalathu, S. (2017) Performance Based Grouping and Fragility Analysis of Box-Girder Bridges in California. Ph.D. Thesis. Georgia Institute of Technology.URL
34 
McKenna, F. (2011) OpenSees: A Framework for Earthquake Engineering Simulation. Computing in Science & Engineering 13(4), 58-66.DOI
35 
Mo, Y. L., and Nien, I. C. (2002) Seismic Performance of Hollow High-Strength Concrete Bridge Columns. Journal of Bridge Engineering 7(6), 338-349.DOI
36 
Muthukumar, S., and DesRoches, R. (2006) A Hertz Contact Model with Non-Linear Damping for Pounding Simulation. Earthquake Engineering & Structural Dynamics 35(7), 811- 828.DOI
37 
Ranzo, G., and Priestley, M. J. N. (2000) Seismic Performance of Large RC Circular Hollow Columns. Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, 30 January-4 February 2000. New Zealand Society for Earthquake Engineering.URL
38 
Sezen, H. (2002) Seismic Behavior and Modeling of Reinforced Concrete Building Columns. Ph.D. Thesis. University of California, Berkeley.URL
39 
Shamsabadi, A., Khalili-Tehrani, P., Stewart, J. P., and Taciroglu, E. (2010) Validated Simulation Models for Lateral Response of Bridge Abutments with Typical Backfills. Journal of Bridge Engineering 15(3), 302-311.DOI
40 
Takahashi, Y., and Iemura, H. (2000) Inelastic Seismic Performance of RC Tall Piers with Hollow Section. Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, 30 January-4 February 2000. New Zealand Society for Earthquake Engineering.URL
41 
Yatsumoto, H., Sakai, J., and Hoshikuma, J. I. (2012) Cyclic Loading Test of Reinforced Concrete Column with Hollow Section and High Longitudinal Steel Ratio under High Axial Loading. Proceedings of the 28th US-Japan Bridge Engineering Workshop, Portland, OR, USA 8-10.URL
42 
Yeh, Y. K., Mo, Y. L., and Yang, C. Y. (2001) Seismic Performance of Hollow Circular Bridge Piers. ACI Structural Journal 98(6), 862-871.DOI
43 
Yu, J., Li, J., Guo, W., Fan, C., Zeng, C., and Chen, X. (2023) Seismic Evaluation Method on Shear Strength Models for Round-End Hollow Piers of High-Speed Railway Bridges. Structures 50, 23-38.DOI
44 
Yukawa, Y., Ogata, T., Suda, K., and Saito, H. (1999) Seismic Performance of Reinforced Concrete High Pier with Hollow Section. Doboku Gakkai Ronbunshu 1999(613), 103-120.DOI
45 
Zahn, F. A., Park, R., and Priestley, M. J. N. (1990) Flexural Strength and Ductility of Circular Hollow Reinforced Concrete Columns without Confinement on Inside Face. ACI Structural Journal 87(2), 156-166.DOI
46 
Zhao, J., Jia, H., and Zhan, Y. (2023) Seismic Vulnerability Analysis of Multi-Main-Span High Pier Continuous Rigid- Frame Bridge in Terms of Cloud Method. KSCE Journal of Civil Engineering 27(6), 2519-2534.DOI