Comparative Numerical Research on the Seismic Behavior of RC Frames Using Normal and High-Strength Reinforcement-Reference-Cited by-同舟云学术

Comparative Numerical Research on the Seismic Behavior of RC Frames Using Normal and High-Strength Reinforcement

Published:2016-10-20 Issue:4 Volume:15 Page:531-547
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Chen X. L.,Fu J. P.,Xue F.,Wang X. F.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40999-016-0082-6/fulltext.html

Reference32 articles.

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2. Shahrooz BM, Reis JM, Wells EL, Miller RA, Harries KA, Russell HG (2013) Flexural members with high-strength reinforcement: behavior and code implication. J Bridge Eng 19(1):1–7

3. Mast RF, Dawood M, Rizkalla SM, Zia P (2008) Flexural strength design of concrete beams reinforced with high-strength steel bars. ACI Struct J 105(5):570–577

4. Hassan Tarek K, Lucier Gregory W, Rizkalla Sami H (2012) Splice strength of large diameter, high strength steel reinforcing bars. Constr Build Mater 26(01):216–225

5. Hassan TK, Mantawy A, Soliman J, Sherif A, Rizkalla SH (2012) Bond characteristics and shear behavior of concrete beams reinforced with high-strength steel reinforcement. Adv Struct Eng 15(02):303–318

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