Comparative Capacity Assessment of CFRP Retrofit Techniques for RC Frames with Masonry Infills Using Pushover Analysis

Author:

Zheng Zhi,Pan Xiaolan,Bao Xu

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference47 articles.

1. Mehrabi, A.; Shing, P.B.; Schuller, M.; Noland, J.: Performance of masonry-infilled R/C frames under in-plane lateral loads. Report CU/SR-94/6. Department of Civil, Environmental and Architectural Engineering, University of Colorado at Boulder (1994)

2. Dolsek, M.; Fajfar, P.: Soft storey effects in uniformly infilled reinforced concrete frames. J. Earthq. Eng. 5(1), 1–12 (2001)

3. Verderame, G.M.; De Luca, F.; Ricci, P.; Manfredi, G.: Preliminary analysis of a soft-storey mechanism after the 2009 L’Aquila earthquake. Earthq. Eng. Struct. D 40(8), 925–944 (2011)

4. Correnza, J.C.; Hutchinson, G.L.; Chandler, A.M.: Effect of transverse load-resisting elements on inelastic earthquake response of eccentric-plan buildings. Earthq. Eng. Struct. D 23(1), 75–89 (1994)

5. De Stefano, M.; Faella, G.; Ramasco, R.: Inelastic seismic response of one-way plan-asymmetric systems under bi-directional ground motions. Earthq. Eng. Struct. D 27(4), 363–376 (1998)

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1. Seismic retrofit of URM-infilled RC frames by the steel-jacketed hybrid walls;Engineering Structures;2023-09

2. Performance of Repaired Macro-Synthetic Structural Fibers and Glass-FRP-Reinforced Concrete Columns;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2022-09-12

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