Stress–Strain Behaviour of Boundary Elements in Reinforced Block Masonry Shear Walls Under Uniaxial Compression

Author:

Dou Miaoyuan,Hsu Yu-Cheng,Brzev Svetlana,Yang T. Y.

Publisher

Springer Nature Switzerland

Reference43 articles.

1. Abdelrahman B, Galal K (2021) Experimental investigation of axial compressive behavior of square and rectangular confined concrete-masonry structural wall boundary elements. Eng Struct 243:112584. https://doi.org/10.1016/j.engstruct.2021.112584

2. Berry MP, Eberhard MO (2005) Practical performance model for bar buckling. J Struct Eng 131(7):1060–1070. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:7(1060)

3. Brzev S, Anderson D (2018) Seismic design guide for masonry buildings, 2nd edn. Canadian Concrete Masonry Producers Association

4. Building code requirements and specification for masonry structures: containing TMS 402-16 building code requirements for masonry structures (formerly also designated as ACI 530 and ASCE 5), TMS 602-16 specification for masonry structures (formerly also designated as ACI 530.1 and ASCE 6), and companion commentaries (2016). The Masonry Society

5. Corrêa MRS (2012) Masonry engineering in Brazil: past development, current overview, future improvements. In: 15th international brick and block masonry conference

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