Improving the Behavior Reinforced Concrete Frames Made of UHPC Using the Metallic Vertical Shear Link
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-0399-9_42
Reference13 articles.
1. Haddad M, Shrive N (2019) Investigating the inelastic cyclic behavior of large-size steel wide-flange section braces. Constr Build Mater 199(28):92–105. https://doi.org/10.1016/j.conbuildmat.2018.12.016
2. Chen L, Tremblay R, Tirca L (2019) Modular tied eccentrically braced frames for improved seismic response of tall buildings. J Constr Steel Res 155:370–384. https://doi.org/10.1016/j.jcsr.2019.01.005
3. Alshimmeri A, Kontoni D, Ghamari A (2021) Improving the seismic performance of reinforced concrete frames using an innovative metallic shear damper. Comput Concr 28(3). https://doi.org/10.12989/cac.2021.28.3.000
4. Thongchom C, Bahrami A, Ghamari A, Benjeddou O (2022) Performance improvement of innovative shear damper using diagonal stiffeners for concentrically braced frame systems. Buildings 12:1794. https://doi.org/10.3390/buildings12111794
5. AISC (2016) Seismic provisions for structural steel buildings. Standard ANSI/AISC 341-02. American Institute of Steel Construction, Inc., Chicago, IL
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