The forces of nature represent the biggest challenge for engineering work in general and perhaps the most prominent of these forces. This generated by earthquake where engineering structure is exposed abnormal loads and stresses which places areal burden on structural engineers to find solutions and structural systems to increase resistance and effectiveness of engineering structure especially high rise concrete structures.
Increasing the height of the building increases the effect of lateral loads on the building.
The column-beam joints and the contact joint between column and the column in next floor are the prominent joints exposed to seismic loads in structure.
Strong column―weak beam joint is important concept in resisting seismic loads.
This study is devoted to increase resist of structure by increase effectiveness and resistance of the contact joint between column and the column in next floor (column-column joint).
It is common in construction sites the pouring of concrete columns for each floor separately, the cohesion between columns one top of each for multiple stories structure by extension of steel bars mostly does not exceed 1.0 meter, so full height column of structure can be represented as a group of units of columns pouring one top of each, this may not represent a problem for low-rise structures but for sure represent a problem for high-rise structures especially when structure exposed to seismic loads as shown in (
The purpose of study to make each vertical group of columns to behave as one unit as if columns have poured once building length.
As shown in (
The cables used should be continuous full length of columns by using rolls of cables and installed in foundation steel bars.
The cables rolls should be moved from floor for the floor who followed with continuity of cables.
Finally structure columns will be subjected to the same axial load full height of the building and every vertical row of columns will behave as one column.
It is now generally recognized that beam-column joints can be critical regions in reinforced concrete frames can be critical regions in reinforced concrete frames designed for in elastic response to seismic attack.
As a consequence of seismic moments in columns of opposite signs immediately above and below the joint, and similar beam moment reversal across the joint.
The Joint region is subjected to horizontal and vertical shear forces [
It is assumed that due to gravity loads and earthquake-induced lateral forces on the frame, typical moments, shear and axial forces introduced to an interior joint are shown in
by (Vjh, Vjv) respectively [
When we use this new technique in pouring columns we will generated new force is called Cable force (Fc) which is reduced shear forces on column-beam Joint and by controlling (Fc) we can prevented a chance to joint shear failure.
T: tension stress in steel bars in upper half of interior joint
Vcol.: the average of column shears above and below the joint
The study will achieve important principle (strong column-column) joint and will give more support to critical section in columns (column-to-footing connection) (column-to-column connection) as shown in
Structure on the right where the normal method in building is used additional stresses which are generated in earthquakes.
The system can be used in high rise reinforced concrete buildings, cable suspended bridges with large spans.
Elkholy, R.M. (2017) Structural System to Resist Seismic Loads on High Rise Reinforced Concrete Structures. Open Journal of Civil Engineering, 7, 297-302. https://doi.org/10.4236/ojce.2017.72019