Saleh et al., 2018 - Google Patents
Experimental and numerical study into the punching shear strengthening of RC flat slabs using post-installed steel boltsSaleh et al., 2018
View PDF- Document ID
- 6275432852735576182
- Author
- Saleh H
- Kalfat R
- Abdouka K
- Al-Mahaidi R
- Publication year
- Publication venue
- Construction and Building Materials
External Links
Snippet
This paper presents a strengthening technique of reinforced concrete (RC) flat slabs using post-installed steel bolts. Two large-scale RC slabs representing an interior slab-column connection were tested. One slab was without shear reinforcement and was used as a …
- 238000004080 punching 0 title abstract description 55
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Saleh et al. | Experimental and numerical study into the punching shear strengthening of RC flat slabs using post-installed steel bolts | |
| Li et al. | Flexural behavior of high strength concrete filled high strength square steel tube | |
| Cai et al. | Experimental testing and modeling of precast segmental bridge columns with hybrid normal-and high-strength steel rebars | |
| Masi et al. | Study of the seismic behavior of external RC beam–column joints through experimental tests and numerical simulations | |
| Wang et al. | Performance of circular CFST column to steel beam joints with blind bolts | |
| Anil et al. | Out-of-plane behavior of unreinforced masonry brick walls strengthened with CFRP strips | |
| El-Gendy et al. | Effect of flexural reinforcement type and ratio on the punching behavior of RC slab-column edge connections subjected to reversed-cyclic lateral loads | |
| El Zareef et al. | Effect of glass-fiber rods on the ductile behaviour of reinforced concrete beams | |
| Lakavath et al. | Experimental and numerical studies on shear behaviour of macro-synthetic fibre reinforced prestressed concrete beams | |
| Guan et al. | Experimental investigation of the seismic performance of bridge models with conventional and rocking pile group foundations | |
| Cohagen et al. | A precast concrete bridge bent designed to re-center after an earthquake | |
| Mondal et al. | Effect of tension stiffening on the behaviour of reinforced concrete circular columns under torsion | |
| Wang et al. | Seismic behavior of blind bolted end plate composite joints to CFTST columns | |
| Martins et al. | Experimental and numerical analysis of GFRP frame structures. Part 2: Monotonic and cyclic sway behaviour of plane frames | |
| Song et al. | Experimental study on cyclic behavior of hybrid CFRP grids-steel shear walls | |
| Lee et al. | Seismic performance of concrete-filled tube column-reinforced concrete slab connections with shearhead keys | |
| Faustino et al. | Lateral cyclic behaviour of RC columns confined with carbon fibres | |
| Tan | Progressive collapse behaviour of advanced precast reinforced concrete joints with headed bars and plastic hinge relocation | |
| Cho et al. | Seismic capacity estimation of Steel Plate Concrete (SC) shear wall specimens by nonlinear static analyses | |
| Thamrin et al. | Shear capacity of reinforced concrete beams strengthened with web bonded steel bars or steel plates | |
| Mahadik et al. | Re-evaluation of existing tests on RC connections using post-installed reinforcing bars | |
| Tian et al. | Experimental and numerical study of PRC coupling beams with low span-to-depth ratio | |
| Makawana et al. | Seismic performance of exterior RC beam-column junction strengthened with Stainless Steel Wire Mesh (SSWM) | |
| Zhang et al. | Experimental research on PPF anti-cracking effect in scale model of hollow rigid frame bridge | |
| Rodrigues et al. | Behavior of RC building columns under cyclic loading: Experimental study |