Seismic Performance Analysis of RC Frames with ECC Short Columns Based on the IDA Method
Abstract
:1. Introduction
2. Computational Modeling
2.1. Basic Structural Information
2.2. Finite Element Model
2.3. Restoring Force Model of the RECC Short Column with the Shear Effect
2.4. Determination of the IDA Index
3. Analytical Results
3.1. IDA Curves
3.2. Interfloor Displacement Angle Distribution
3.3. Limit State of Vertex Displacement
4. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
- Dogangun, A. Performance of reinforced concrete buildings during the May 1, 2003 Bingol Earthquake in Turkey. Eng. Struct. 2004, 26, 841–856. [Google Scholar] [CrossRef]
- Gu, X.; Hua, J.; Cai, M. Seismic responses of reinforced concrete intermediate short columns failed in different modes. Eng. Struct. 2020, 206, 110173. [Google Scholar] [CrossRef]
- Li, Y.; Huang, Y.; Hwang, S. Seismic response of reinforced concrete short columns failed in shear. ACI Struct. J. 2014, 111, 945–954. [Google Scholar] [CrossRef] [Green Version]
- Caglar, N.; Mutlu, M. Failure analysis of reinforced concrete frames with short column effect. Comput. Concr. 2009, 6, 403–419. [Google Scholar] [CrossRef]
- Wu, C.; Su, Y.; Sun, Y.; Jin, C.H.; Pan, Z.F. Sectional Analysis of Reinforced Engineered Cementitious Composite Columns Subjected to Combined Lateral Load and Axial Compression. Front. Mater. 2022, 9, 135–149. [Google Scholar] [CrossRef]
- Li, B.Q.; Tian, M.W.; Mo, S.T.; Wang, Z. Investigation to the Origin and Damages of RC Captive Columns during Earthquakes. Earthq. Resist. Eng. Retrofit. 2014, 3, 120–127. [Google Scholar]
- Li Victor, C. Miromechanics of Crack Bridging in Fiber-Reinforced Concrete. Mater. Struct. 1993, 26, 486–494. [Google Scholar]
- Qudah, S. and M. Maalej. Application of Engineered Cementitious Composites (ECC) in interior beam–column connections for enhanced seismic resistance. Eng. Struct. 2014, 69, 235–245. [Google Scholar] [CrossRef]
- Zhang, J.; Leung, C.; Gao, Y. Simulation of crack propagation of fiber reinforced cementitious composite under direct tension. Eng. Fract. Mech. 2011, 78, 2439. [Google Scholar] [CrossRef]
- Zhang, P.; Su, Y.L.; Liu, Y.; Gao, D.Y.; Sheikh, S.A. Flexural behavior of GFRP reinforced concrete beams with CFRP grid-reinforced ECC stay-in-place formworks. Compos. Struct. 2021, 277, 114653. [Google Scholar] [CrossRef]
- Liu, H.Z.; Zhang, Q.; Gu, C.S.; Su, H.Z.; Li, V. Influence of microcrack self-healing behavior on the permeability of Engineered Cementitious Composites. Cem. Concr. Compos. 2017, 82, 14–22. [Google Scholar] [CrossRef]
- Xu, L.Y.; Huang, B.T.; Dai, J.G. Development of engineered cementitious composites (ECC) using artificial fine aggregates. Constr. Build. Mater. 2021, 305, 124742. [Google Scholar] [CrossRef]
- Yıldırım, G.; Zturk, O.; Ulugl, H.; Hatem, M.; Ahmaran, M. Determination of Autogenous Self-healing Capability of Cementitious Composites Through Non-destructive Testing. In RILEM Spring Convention and Conference; Springer: Berlin/Heidelberg, Germany, 2021; Volume 33, pp. 25–38. [Google Scholar]
- Zheng, Y.; Zhang, L.F.; Xia, L.P. Investigation of the behaviour of flexible and ductile ECC link slab reinforced with FRP. Constr. Build. Mater. 2018, 166, 694–711. [Google Scholar] [CrossRef]
- Huang, B.T.; Zhu, J.X.; Weng, K.F.; Li, V.C.; Dai, J.G. Ultra-high-strength engineered/strain-hardening cementitious composites (ECC/SHCC): Material design and effect of fiber hybridization. Cem. Concr. Comp. 2022, 129, 104464. [Google Scholar] [CrossRef]
- Huang, B.T.; Weng, K.F.; Zhu, J.X.; Xiang, Y.; Dai, J.G.; Li, V.C. Engineered/strain-hardening cementitious composites (ECC/SHCC) with an ultra-high compressive strength over 210 MPa. Compos. Commun. 2021, 26, 100775. [Google Scholar] [CrossRef]
- Ranade, R. Advanced Cementitious Composites Development for Resilient and Sustainable Infrastructure; University of Michigan: Ann Arbor, MI, USA, 2018. [Google Scholar]
- Kanda, T.; Lin, Z.; Li, V.C. Application of Pseudo Strain-hardening Cementitious Composites to Shear Resistant Structural Elements. In Fracture Mechanics of Concrete Structures: Proceedings FRAMCOS-3; AEDIFICATIO Publishers: Freibury, Germany, 1988; pp. 1477–1490. [Google Scholar]
- Xoxa, V. Investigating the Shear Characteristics of High Performance Fiber Reinforced Concrete; University of Toronto: Toronto, ON, Canada, 2003. [Google Scholar]
- Van Zijl, G.P. Improved mechanical performance: Shear behaviour of strain-hardening cement-based composites (SHCC). Cem. Concr. Res. 2008, 37, 1241–1247. [Google Scholar] [CrossRef]
- Wu, C.; Pan, Z.F.; Kim, K.S.; Meng, S.P. Theoretical and Experimental Study of Effective Shear Stiffness of Reinforced ECC Columns. Int. J. Concr. Struct. M 2017, 11, 585. [Google Scholar] [CrossRef]
- Wu, C.; Pan, Z.F.; Su, R.K.L.; Leung, C.K.Y.; Meng, S.P. Seismic behavior of steel reinforced ECC columns under constant axial loading and reversed cyclic lateral loading. Mater. Struct. 2017, 50, 78. [Google Scholar] [CrossRef]
- Mashshay, S.; Al-Sibahya, A. Structural Behavior of Novel ECC Short Columns Subjected to Eccentric Loading. Al-Qadisiyah J. Eng. Sci. 2020, 13, 31–36. [Google Scholar] [CrossRef]
- Deng, M.K.; Zhang, Y.X.; Li, Q.Q. Shear strengthening of RC short columns with ECC jacket: Cyclic behavior tests. Eng Struct. 2018, 160, 535–545. [Google Scholar] [CrossRef]
- Deng, M.K.; Zhang, Y.X. Seismic performance of high-ductile fiber-reinforced concrete short columns. Adv. Civ. Eng. 2018, 2018, 3542496. [Google Scholar] [CrossRef] [Green Version]
- Zhang, Y.X.; Deng, M.K.; Dong, Z.F. Seismic response and shear mechanism of engineered cementitious composite (ECC) short columns. Eng. Struct. 2019, 192, 296–304. [Google Scholar] [CrossRef]
- Zhang, Y.X.; Li, T.; Deng, M.K. Effect of splitting bond on shear response of reinforced engineered cementitious composite short columns under cyclic loading. Eng. Struct. 2022, 251, 113474. [Google Scholar] [CrossRef]
- Wu, C.; Pan, Z.F.; Jin, C.H.; Meng, S.P. Evaluation of deformation-based seismic performance of RECC frames based on IDA method. Eng. Struct. 2020, 211, 110499. [Google Scholar] [CrossRef]
- Yuan, F.; Pan, J.L.; Leung, C.K.Y. Elastoplastic time history analysis of reinforced engineered cementitious composite or engineered cementitious composite-concrete composite frame under earthquake action. Adv. Civ. Eng. 2017, 20, 491–503. [Google Scholar] [CrossRef]
- Lu, T.T.; Liang, X.W. Influence factors for seismic damage mechanism control of ECC frame. Earthq. Resist. Eng. Retrofit. 2021, 43, 8–16. [Google Scholar]
- Hosseini, F.; Gencturk, B.; Aryan, H.; Cadaval, G. Seismic behavior of 3-D ECC beam-column connections subjected to bidirectional bending and torsion. Eng. Struct. 2018, 172, 751–763. [Google Scholar] [CrossRef]
- Liang, X.W.; Lu, T.T. Seismic evaluation of engineered cementitious composites beam-column-slab subassemblies with various column-to-beam flexural strength ratios. Struct. Concr. 2018, 19, 735–746. [Google Scholar] [CrossRef]
- Xu, L.; Pan, J.L.; Leung, C.K.Y.; Yin, W.Y. Shaking table tests on precast reinforced concrete and engineered cementitious composite/reinforced concrete composite frames. Adv. Struct. Eng. 2018, 21, 824–837. [Google Scholar] [CrossRef]
- Vamvatsikos, D. Performing incremental dynamic analysis in parallel. Comput. Struct. 2011, 89, 170–180. [Google Scholar] [CrossRef]
- Cao, X.Y.; Feng, D.C.; Wang, Z.; Wu, G. Parametric investigation of the assembled bolt-connected buckling-restrained brace and performance evaluation of its application into structural retrofit. J. Build Eng. 2022, 48, 103988. [Google Scholar] [CrossRef]
- Dolsek, M. Incremental dynamic analysis with consideration of modeling uncertainties. Earthq. Eng. Struct D 2009, 6, 805–825. [Google Scholar] [CrossRef]
- Pozo, J.D.; Hube, M.A.; Kurama, Y.C. Effect of material regularization in plastic hinge integration analysis of slender planar RC walls. Eng. Struct. 2021, 239, 112302. [Google Scholar] [CrossRef]
- Scott, M.; Ryan, K. Moment-Rotation Behavior of Force-Based Plastic Hinge Elements. Earthq. Spectra. 2013, 29, 597–607. [Google Scholar] [CrossRef] [Green Version]
- Ibarra, L.F.; Medina, R.A.; Krawinkler, H. Hysteretic models that incorporate strength and stiffness deterioration. Earthq. Eng. Struct. D 2005, 34, 1489–1511. [Google Scholar] [CrossRef]
- Lignos, D. Sidesway Collapse of Deteriorating Structural Systems under Seismic Excitations; Stanford University: Stanford, CA, USA, 2008. [Google Scholar]
- Lignos, D.G.; Krawinkler, H. Development and Utilization of Structural Component Databases for Performance-Based Earthquake Engineering. J Struct. Eng.-Asce. 2013, 139, 1382–1394. [Google Scholar] [CrossRef]
- Lignos, D.G.; Krawinkler, H. Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading. J. Struct. Eng.-Asce. 2011, 137, 1291. [Google Scholar] [CrossRef] [Green Version]
- Wu, C.; Pan, Z.F.; Mo, Y.L.; Li, M.; Meng, S.P. Modeling of shear-critical reinforced engineered cementitious composites members under reversed cyclic loading. Struct. Concr. 2018, 19, 1689–1701. [Google Scholar] [CrossRef]
- GB50011-2010; National Standard of P. R. China. Code of Seismic Design of Buildings. Building Industry Press: Beijing, China, 2010.
- ATC-63; Quantification of Building Seismic Performance Factor (FEMA P695). US Department of Homeland Security: Washington, DC, USA, 2009.
- GB/T24335-2009; National Standard of P.R. China. Classification of Earthquake Damage to Buildings and Special Structures. Building Industry Press: Beijing, China, 2009.
Frame Number | Material of the Short Column | Material of the Other Members | Element of the Short Column | Element of the Other Members | Fundamental Period of Vibration/s |
---|---|---|---|---|---|
F0 | / | RC | / | fiber section nonlinear beam column element | 0.72 |
FS1 | RC | RC | beam column element with plastic hinge | fiber section nonlinear beam column element | 0.72 |
FS2 | ECC | RC | beam column element with plastic hinge | fiber section nonlinear beam column element | 0.75 |
Performance Level | Description | IDA Calculated Limit of Vertex Displacement/mm | ||
---|---|---|---|---|
Frame F0 | Frame FS1 | Frame FS2 | ||
I | basically intact | 26 | 21 | 21 |
II | slightly damaged | 52 | 42 | 42 |
III | medium damaged | 240 | 154 | 211 |
IV | severely damaged | 409 | 258 | 361 |
V | close to collapse | 454 | 287 | 401 |
Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations. |
© 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Share and Cite
Wu, C.; Su, Y.; Jin, C.; Pan, Z.; Meng, S. Seismic Performance Analysis of RC Frames with ECC Short Columns Based on the IDA Method. Buildings 2022, 12, 1834. https://doi.org/10.3390/buildings12111834
Wu C, Su Y, Jin C, Pan Z, Meng S. Seismic Performance Analysis of RC Frames with ECC Short Columns Based on the IDA Method. Buildings. 2022; 12(11):1834. https://doi.org/10.3390/buildings12111834
Chicago/Turabian StyleWu, Chang, Yanli Su, Chenhua Jin, Zuanfeng Pan, and Shaoping Meng. 2022. "Seismic Performance Analysis of RC Frames with ECC Short Columns Based on the IDA Method" Buildings 12, no. 11: 1834. https://doi.org/10.3390/buildings12111834