PERILAKU GESER BALOK BERTULANG HVFA-SCC (STUDI KASUS BALOK DENGAN RASIO BENTANG GESER TERHADAP TINGGI EFEKTIF 2.5)

Alfian Muhammad Rosyid Ridho, Fendy Prayogo Wicaksono, Halwan Alfisa Saifullah, Agus Setiya Budi, Agus Suproyadi

Abstract

Keruntuhan geser sangat dihindari dalam merancang konstruksi bangunan karena karena sifatnya getas dan terjadi secara tiba – tiba sehingga sulit untuk diprediksi.

References

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