Code provisions evaluation for the punching shear capacity of R.C footings without reinforcement for punching shear
There is no agreement on how to predict punching shear for footings among different design codes, which is inconsistent with experimentally observed capacity. Such inconsistency is due to the following issues: (1) the different definitions used by design codes for the critical section that resists t...
Үндсэн зохиолчид: | Amr El-said, Ahmed F. Deifalla, Saif Eldeen A.S. Yousef, Taha A. El-Sayed, Maged Tawfik, Nehal M. Ayash |
---|---|
Формат: | Өгүүллэг |
Хэл сонгох: | English |
Хэвлэсэн: |
Elsevier
2023-07-01
|
Цуврал: | Case Studies in Construction Materials |
Нөхцлүүд: | |
Онлайн хандалт: | http://www.sciencedirect.com/science/article/pii/S2214509523003625 |
Ижил төстэй зүйлс
Ижил төстэй зүйлс
-
Effect of Shape, Number, and Location of Openings on Punching Shear Capacity of Flat Slabs
-н: Ekkachai Yooprasertchai, зэрэг
Хэвлэсэн: (2021-10-01) -
Investigation of punching shear behavior of flat slabs with different types and arrangements of shear reinforcement
-н: Nasim Shatarat, зэрэг
Хэвлэсэн: (2022-06-01) -
Comparison of seismic fragility of special moment frames in recent editions of ASCE 7 and ACI 318 regulations
-н: Farhad Behnamfar, зэрэг
Хэвлэсэн: (2022-05-01) -
Behavior of RC Slabs subjected to Eccentric Punching Shear
-н: Abanoub atallah, зэрэг
Хэвлэсэн: (2020-03-01) -
Punching shear strength and deformation for FRP-reinforced concrete slabs without shear reinforcements
-н: A. Deifalla
Хэвлэсэн: (2022-06-01)