Non-ductile RC columns are common in old building, these columns built before significant advancements in building code provisions for reinforced concrete were instituted in the mid 1970s. The idea of using irregular shaped columns such as L-shaped columns at the corners of frame structures and at enclosure of elevator shafts have been extensively used in old building, especially in Singapore. However, not much study has been published regarding the seismic behavior of L-shaped columns. Therefore this study involving non-ductile RC columns with L-shaped sections are carried out to investigate the seismic performance of such columns under different directions of cyclic loading.Bachelor of Engineering (Civil
Reinforced concrete columns which are designed on non-seismic details have been known to be vulnerab...
Singapore is located in the equatorial region which is surrounded by many neighbouring countries mak...
The objective of this study is to assess the comparative behavior of vertical stiffness members; col...
Post earthquake and experimental research have shown that old reinforced concrete structures which a...
This paper presents an experimental investigation carried out on 10 reinforced concrete (RC) column...
Nonrectangular Reinforced Concrete (RC) walls especially those with L- and T-shaped cross section ar...
Reinforced concrete (RC) columns of old existing buildings are vulnerable to earthquakes because the...
Non-rectangular reinforced concrete (RC) structural walls are commonly adopted in buildings. These w...
Structures made up of reinforced concrete columns with light transverse reinforcement are very commo...
The main purpose of the project is to study the seismic behaviour of R.C.C building with and without...
Reinforced concrete (RC) structural walls with L-shaped sections are commonly used in RC buildings. ...
Non-rectangular reinforced concrete (RC) squat walls are widely used in existing buildings and safet...
Existing Reinforced Concrete (RC) columns, commonly designed and built with light transverse reinfor...
Considerable progress has been made on the strength and ductility research of reinforced concrete (R...
The main purpose of the project is to study the seismic behaviour of R.C.C building with and without...
Reinforced concrete columns which are designed on non-seismic details have been known to be vulnerab...
Singapore is located in the equatorial region which is surrounded by many neighbouring countries mak...
The objective of this study is to assess the comparative behavior of vertical stiffness members; col...
Post earthquake and experimental research have shown that old reinforced concrete structures which a...
This paper presents an experimental investigation carried out on 10 reinforced concrete (RC) column...
Nonrectangular Reinforced Concrete (RC) walls especially those with L- and T-shaped cross section ar...
Reinforced concrete (RC) columns of old existing buildings are vulnerable to earthquakes because the...
Non-rectangular reinforced concrete (RC) structural walls are commonly adopted in buildings. These w...
Structures made up of reinforced concrete columns with light transverse reinforcement are very commo...
The main purpose of the project is to study the seismic behaviour of R.C.C building with and without...
Reinforced concrete (RC) structural walls with L-shaped sections are commonly used in RC buildings. ...
Non-rectangular reinforced concrete (RC) squat walls are widely used in existing buildings and safet...
Existing Reinforced Concrete (RC) columns, commonly designed and built with light transverse reinfor...
Considerable progress has been made on the strength and ductility research of reinforced concrete (R...
The main purpose of the project is to study the seismic behaviour of R.C.C building with and without...
Reinforced concrete columns which are designed on non-seismic details have been known to be vulnerab...
Singapore is located in the equatorial region which is surrounded by many neighbouring countries mak...
The objective of this study is to assess the comparative behavior of vertical stiffness members; col...