| Fillers to improve passing ability of concrete |
27 |
| An analysis of the shear-transfer actions in reinforced concrete members without transverse reinforcement based on refined experimental measurements |
22 |
| Flexural response of high-strength steel-ultra-high-performance fiber reinforced concrete beams based on a mesoscale constitutive model: Experiment and theory |
16 |
| Dimensional stability of deflection-hardening hybrid fiber reinforced concretes with coarse aggregate: Suppressing restrained shrinkage cracking |
13 |
| A review study on encapsulation-based self-healing for cementitious materials |
12 |
| Building lightweight structures with carbon-fiber-reinforced polymer-reinforced ultra-high-performance concrete: Research approach, construction materials, and conceptual design of three building components |
11 |
| The theoretical principles of the critical shear crack theory for punching shear failures and derivation of consistent closed-form design expressions |
11 |
| Impact resistance of deflection-hardening fiber reinforced concretes with different mixture parameters |
11 |
| Performance limit states for progressive collapse analysis of reinforced concrete framed buildings |
10 |
| Experimental investigation into the properties of self-compacting rubberised concrete incorporating polypropylene and steel fibers |
10 |
| Effect of mixing methods of nano silica on properties of recycled aggregate concrete |
10 |
| fib Model Code 2020: Towards a general code for both new and existing concrete structures |
9 |
| Experimental studies and analysis on compressive strength of normal-weight concrete at low temperatures |
9 |
| Uncertainty in shear resistance models of reinforced concrete beams according to fib MC2010 |
9 |
| An overview on mixture design of self-compacting concrete |
9 |
| Recent development in magnesium oxychloride cement |
9 |
| Mechanical and fracture properties of recycled aggregate concrete in design codes and empirical models |
9 |
| Development of hydrophobic concrete by adding dual-crystalline admixture at mixing stage |
8 |
| Effect of corrosion-induced crack and corroded rebar shape on bond behavior |
8 |
| Innovative design concepts: Application of textile reinforced concrete to shell structures |
8 |
| Mechanical properties of concrete containing recycled coarse aggregate at and after exposure to elevated temperatures |
8 |
| Mesomechanical properties of concrete with different shapes and replacement ratios of recycled aggregate based on base force element method |
8 |
| Dual potential capacity model for reinforced concrete short and deep beams subjected to shear |
8 |
| Analysis of some basic creep tests on concrete and their implications for modeling |
7 |
| Residual flexural strengths of steel fiber reinforced concrete with multiple hooked-end fibers |
7 |
| Lightweight ceiling system made of carbon reinforced concrete |
7 |
| Influence of steel, glass and polymer fibers on the cracking behavior of reinforced concrete beams under flexure |
7 |
| Reversed horizontal cyclic loading tests of flat slab specimens with studs as shear reinforcement |
7 |
| Local bond slip behavior of steel reinforcing bars embedded in ultra high performance fibre reinforced concrete |
6 |
| Experimental analysis of fiber-reinforced recycled aggregate self-compacting concrete using waste recycled concrete aggregates, polypropylene, and steel fibers |
6 |
| Experimental analysis on the relationship between pore structure and capillary water absorption characteristics of cement-based materials |
6 |
| Mechanical and durability properties of self-compacting mortars containing binary and ternary mixes of fly ash and silica fume |
6 |
| Potential alkali silica reaction expansion mitigation of ferronickel slag aggregate by fly ash |
6 |
| Modeling of chloride ions penetration in cracked concrete structures exposed to marine environments |
6 |
| Flexural design of a modular footbridge system with pretensioned carbon fiber reinforced polymer reinforcement |
6 |
| Deflection control for reinforced recycled aggregate concrete beams: Experimental database and extension of the fib Model Code 2010 model |
6 |
| Corrosion propagation in cracked reinforced concrete, toward determining residual service life |
6 |
| Mechanical properties of steel fiber reinforced recycled aggregate concrete |
6 |
| Behavior and failure modes of reinforced concrete beams strengthened with NSM GFRP or aluminum alloy bars |
6 |
| Fastening application in concrete using recycled tunnel excavation material |
6 |
| From experimental evidence to mechanical modeling and design expressions: The Critical Shear Crack Theory for shear design |
6 |
| An experimental study on shear capacity of interfaces in recycled aggregate concrete |
6 |
| Effects of CaCO3 whisker, hybrid fiber content and size on uniaxial compressive behavior of cementitious composites |
5 |
| Feasibility of using seawater to produce ultra-high ductile cementitious composite for construction without steel reinforcement |
5 |
| Quantification of parameters for modeling of chloride ion ingress into concrete |
5 |
| Flexural behavior of ultra-high-performance fiber reinforced concrete beams with low and high reinforcement ratios |
5 |
| Strength of laps and anchorages of plain surface bars |
5 |
| Seismic performance of precast concrete structures with energy dissipating cladding panel connection systems |
5 |
| Parking slabs made of carbon reinforced concrete |
5 |
| Life cycle reliability assessment of reinforced concrete beams shear-strengthened with carbon fiber reinforced polymer strips in accordance with fib bulletin 14 |
5 |
