Challenges Of ACI 318-19 Revisions To Flexural Design Of RC Beams Considering Higher-strength Reinforcements by J. D. Yau, Y. C. Lee, X. Y. Chen

Subjects: “…aci 318-19…”
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Effect of Shape, Number, and Location of Openings on Punching Shear Capacity of Flat Slabs by Ekkachai Yooprasertchai, Yonlada Tiawilai, Theerawee Wittayawanitchai, Jiranuwat Angsumalee, Panuwat Joyklad, Qudeer Hussain

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Nonlinear Finite Element Analysis of Reinforced and Plain Concrete Haunched Beams Under Torsion by Jebur Hamzah Sabah

Subjects: “…aci-318-19…”
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Optimum Design of RC Footings with Genetic Algorithms According to ACI 318-19 by German Solorzano, Vagelis Plevris

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Code provisions evaluation for the punching shear capacity of R.C footings without reinforcement for punching shear by Amr El-said, Ahmed F. Deifalla, Saif Eldeen A.S. Yousef, Taha A. El-Sayed, Maged Tawfik, Nehal M. Ayash

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Comparación entre el ACI-318-19 y la NSR-10 para diseño estructural de pórticos de concreto en zonas de amenaza sísmica alta by Cristhian Amariles López, Daniel Ramírez-Sepúlveda, Leonardo Cano-Saldaña

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Investigation of punching shear behavior of flat slabs with different types and arrangements of shear reinforcement by Nasim Shatarat, Donia Salman

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