Concept on positioning of Columns

AIM: To understand the concept of the positioning of Columns

TASK 1: Comment on the layout of the framing plan concerning earthquake resistance in the two horizontal directions X or Y (dots are columns, lines depict beams). Look into aspects of symmetry, redundancy, and bi-directional stiffness and ductility.

Solution:

To describe the symmetry, redundancy, bi-directional stiffness, and ductility aspects of the given framing plan layout.

SYMMETRY:

• The framing layout is symmetric in nature.
• The load resistance framing in this symmetrical structure is distributed evenly throughout the structure.
• If the reflection of the structure about the axis is identical in geometry, supports, and material properties to the structure itself, the structure is symmetric with respect to an axis of symmetry in its plane.

• The above two images depict that the layout is symmetrical about X-axis as well as Y-axis.
• Hence The layout has good Symmetrical properties.

REDUNDANCY:

• The use of many evenly distributed structural elements increases the redundancy of the structure.
• Here, there are sufficient columns to provide the redundancy, but while considering the load paths, the load path is larger for the top and bottom-most columns as the span are more compared to other columns as such larger portion of the lateral loads will be transferred to this columns.

• Hence The redundancy is compromised at these two locations.

BI-DIRECTIONAL STIFFNESS:

• In the horizontal (x) direction, the width is more compared to the vertical (y) direction and as such distribution of structural elements is also more in the X direction, Hence the stiffness is more.
• That is the stiffness is more in the X direction as compared to the Y direction.

DUCTILITY:

• The ductility is always, inversely proportional to stiffness. if the structure is stiffer, it will be less ductile and vice versa.
• Here, the structure is stiffer in the X direction, i.e. it will be less ductile in the X direction whereas, in the Y direction, the structure is less stiff.
• Hence it will be more ductile in the Y direction.

TASK 2: What are the possible sources of irregularity in the building shown here? Explain how, as an engineer, each of these irregularities should be dealt with.

Solution:

The possible sources of irregularities are:

• Irregularity due to diaphragm flexibility
• Irregularity due to stiffness-soft storey (stiffness irregularity)
• Irregularity due to mass-soft storey (mass irregularity)
• Vertical geometry irregularity

Diaphragm Flexibility:

• Here, The aspect ratio of the building will be very large as the larger plan dimension is more than three times the smaller plan dimension and this can induce flexibility to the floors during seismic action which is not desirable. This is as per rigid diaphragm assumption.
• This can be avoided by maintaining the aspect ratio within 3. Also for the diaphragm to be considered rigid, it should be free of large openings, especially in the vicinity of main vertical structural elements.

Stiffness Irregularity-Soft Storey:

• The shaded portion represents an opening. This opening due to the absence of the walls will result in considerable reduction in the stiffness of the floor compared to other floors and will result in soft storey mechanism.
• So care must be taken to avoid such opening and to provide walls wherever possible without affecting the aesthetics of the structure.

Mass Irregularity:

• Mass irregularity can be considered to exist, when the seismic weight of any floor is more than 150% of floor of that of the floors above.
• Here since there is an opening in this structure it can lead to considerable decrease in the mass of that floor compared to other floors and also in the upper floors only part is retained in the structure for architectural purpose and this causes the lower floor mass to be higher than that of the upper floors. This can lead to soft storey mechanism.
• The solution for this is to make the mass of the lower and upper floors approximately same.

Vertical Geometry Irregularity:

• In the elevation of the structure there is change in the horizontal dimension after a particular height (in front elevation). The top width of the building is smaller than the button width. A structure is said to be irregular when its bottom edges is 25% more than the top edge. Hence the building is subjected to vertical geometry irregularity.

• This irregularity can be minimised by keeping both the widths same as far as possible with consent of the architect.

TASK 3: A 4-storey hotel building has an open ground floor for the restaurant. Story 2 to 4 have one row of rooms along each long side in the plan, separated by a corridor. The two short sides of the perimeter are fully in-filled in all storeys, except for certain openings at the ends of the corridor at storeys 2 to 4 and along the right-hand side of the ground floor. There is a staircase near the upper left-hand corner, with straight flights between landings at floor levels and in-between floors. Cross-section dimensions are written next to the member no. in meters.

Comment on the features of the structural design and of the layout of infills which are important for earthquake resistance and seismic performance. How do they relate to the almost full collapse of this building (the extreme left-hand bay with the staircase survived, as well as one long-side façade in the rear end, and the frame along the right-hand side in plan)?

Solution:

The structure has rooms on two sides along the long edge which is separated by a corridor at the middle. So on the two sides, i.e. the top and bottom portion of the plan will have heavier mass and hence more stiffness compared to the middle portion which is left unoccupied.

This leads to irregularity in mass. During earthquake excitation, the middle portion will get collapsed due to lower stiffness whereas the other two sides may sustain.

The two short sides of the perimeter are fully in-filled in all storeys. Since these lateral force resisting systems, i.e. the walls are continuous from the foundation this impacts greater strength and stiffness to the structure in these locations.

That is the reason why the left and right edges remain intact after the earthquake excitation.

There is a provision of the staircase at the upper left-hand corner, this provision increases the weight in that portion which inturns contribute to the stiffness in that portion.

There is also redundancy in the staircase portion due to the increased number of columns. This is the reason why the left-hand bay survived after the excitation.

Due to this non-uniform distribution of stiffness in the structure, it is also subjected to torsional irregularity as the center of stiffness of the structure deviated from its center of mass.

From the plan it is clear that there is no beam along the Y direction i.e., There is no structural member to transfer the load from the floor to columns. This may cause the floor to become flexible and due to this, the column will be subjected to irregular loading and hence increasing the chances of collapse.