In the design of reinforced concrete (RC) beams located in low-moderate seismicity regions, adequate flexural deformability apart from flexural strength to cater for the imposed seismic demand should be designed. As per the existing RC design codes, this is achieved by restricting the maximum neutral axis depth or tension steel ratio, or limiting the minimum confining steel. However, these deemed-to-satisfy rules were derived many years ago based on normal-strength concrete and steel, which would impair the deformability when applied directly to RC beams made of high-strength materials. To resolve the problem, a new design method based on a prescribed deformability is advocated. In this study, the authors proposed that instead of complying ...
Because the behaviour of reinforced concrete is extremely complex, research over the past seventy ye...
This paper summarizes the result of a study investigating the flexural behavior of concrete beams re...
Singapore is currently in the phase of transitioning from BS 8110 to Eurocode2 for building design. ...
In the design of reinforced concrete (RC) beams located in low-moderate seismicity regions, adequate...
In the design of reinforced concrete (RC) beams, apart from providing adequate strength, it is also ...
AbstractIn the flexural design of reinforced concrete (RC) beams, the strength and deformability, wh...
In the design of earthquake resistant reinforced concrete (RC) structures, both flexural strength an...
Session - S02:CC2: Computing Applications in Civil Engineering II: EASEC12‐138Procedia Engineering v...
Seismic design of reinforced concrete (RC) structures requires a certain minimum level of flexural d...
The use of high-performance materials (HPMs) such as high-strength concrete (HSC) and high-strength ...
In the flexural design of reinforced concrete beams, apart from the provision of adequate strength, ...
The flexural ductility of solid rectangular reinforced concrete beams has been studied quiternextens...
Capacity design procedure for the earthquake-resistant reinforced concrete (RC) structures is effect...
A new method of analysing the post-peak flexural behaviour of reinforced concrete beams has been dev...
The rational behind providing minimum reinforcement is based on cracking moment of the section. Gene...
Because the behaviour of reinforced concrete is extremely complex, research over the past seventy ye...
This paper summarizes the result of a study investigating the flexural behavior of concrete beams re...
Singapore is currently in the phase of transitioning from BS 8110 to Eurocode2 for building design. ...
In the design of reinforced concrete (RC) beams located in low-moderate seismicity regions, adequate...
In the design of reinforced concrete (RC) beams, apart from providing adequate strength, it is also ...
AbstractIn the flexural design of reinforced concrete (RC) beams, the strength and deformability, wh...
In the design of earthquake resistant reinforced concrete (RC) structures, both flexural strength an...
Session - S02:CC2: Computing Applications in Civil Engineering II: EASEC12‐138Procedia Engineering v...
Seismic design of reinforced concrete (RC) structures requires a certain minimum level of flexural d...
The use of high-performance materials (HPMs) such as high-strength concrete (HSC) and high-strength ...
In the flexural design of reinforced concrete beams, apart from the provision of adequate strength, ...
The flexural ductility of solid rectangular reinforced concrete beams has been studied quiternextens...
Capacity design procedure for the earthquake-resistant reinforced concrete (RC) structures is effect...
A new method of analysing the post-peak flexural behaviour of reinforced concrete beams has been dev...
The rational behind providing minimum reinforcement is based on cracking moment of the section. Gene...
Because the behaviour of reinforced concrete is extremely complex, research over the past seventy ye...
This paper summarizes the result of a study investigating the flexural behavior of concrete beams re...
Singapore is currently in the phase of transitioning from BS 8110 to Eurocode2 for building design. ...