HORIZONTAL IRREGULARITIES
H-TYPE 1 = TORSIONAL IRREGULARITY

Type 1. When the ratio of maximum drift to
average drift exceeds the given limit, there is the
potential for an unbalance in the inelastic
deformation demands at the two extreme sides of
a story. As a consequence, the equivalent
stiffness of the side having maximum
deformation will be reduced, and the eccentricity
between the centers of mass and rigidity will be
increased along with the corresponding torsions.
An amplification factor Ax is to be applied to the
accidental eccentricity to represent the effects of
this unbalanced stiffness.
EXAMPLE:
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
A three-story special
moment resisting frame
building has rigid floor
diaphragms. Under
specified seismic forces,
including the effects of
accidental torsion, it has
the following displacements
at Levels 1 and 2:
Determine if a Type 1 torsional
irregularity exists at the second
story.
If it does:

Compute the torsional
amplification factor x A for Level 2.
H-TYPE 2 = RE-ENTRANT CORNER
IRREGULARITY
Type 2. The opening and closing deformation
response or flapping action of the projecting legs of
the building plan adjacent to re-entrant corners
can result in concentrated forces at the corner
point. Elements must be provided to transfer these
forces into the diaphragms.
EXAMPLE:


The plan configuration
of a ten-story special
moment frame
building is as shown:
Determine if there is a
Type 2 re-entrant corner
irregularity.
UBC SECTION 1633.2.9 DIAPHRAGMS.




6. Connections of diaphragms to the vertical elements in structures in
Seismic Zones 3 and 4, having a plan irregularity of Type 1, 2, 3 or 4
in Table 16-M, shall be designed without considering either the onethird increase or the duration of load increase considered in allowable
stresses for elements resisting earthquake forces.
7. In structures in Seismic Zones 3 and 4 having a plan irregularity of
Type 2 in Table 16-M, diaphragm chords and drag members shall be
designed considering independent movement of the projecting wings
of the structure. Each of these diaphragm elements shall be designed
for the more severe of the following two assumptions:
Motion of the projecting wings in the same direction.
Motion of the projecting wings in opposing directions.
EXCEPTION: This requirement may be deemed satisfied if the
 procedures of Section 1631 in conjunction with a three-dimensional
 model have been used to determine the lateral seismic forces for
 design.
H-TYPE 3 = DIAPHRAGM
DISCONTINUITY IRREGULARITY

Type 3. Excessive openings in a diaphragm can
result in a flexible diaphragm response along
with force concentrations and load path
deficiencies at the boundaries of the openings.
Elements must be provided to transfer the forces
into the diaphragm and the structural system..
EXAMPLE:


A five-story concrete building
has a bearing wall system
located around the perimeter of
the building. Lateral forces are
resisted by the bearing walls
acting as shear walls. The floor
plan of the second floor of the
building is shown below. The
symmetrically placed open area
in the diaphragm is for an
atrium, and has dimensions of
40 ft x 75 ft. All diaphragms
above the second floor are
without significant openings.
Determine if a Type 3 diaphragm
discontinuity exists at the second
floor level.
H-TYPE 4 = OUT-OF-PLANE OFFSETS

Type 4. The Type 4 plan irregularity, out-of-plane
offset, represents the irregular load path
category. In this case, shears and overturning
moments must be transferred from the level
above the offset to the level below the offset, and
there is a horizontal “offset” in the load path for
the shears.
EXAMPLE:


A four-story building
has a concrete shear
wall lateral forceresisting system in a
building frame system
configuration. The
plan configuration of
the shear walls is
shown:
Determine if there is a
Type 4 out-of-plane
offset plan irregularity
between the first and
second stories.
H-TYPE 5 = NON-PARALLEL SYSTEMS
IRREGULARITY

Type 5. The response deformations and load
patterns on a system with nonparallel lateral
force-resisting elements can have significant
differences from that of a regular system.
Further analysis of deformation and load
behaviour may be necessary.
EXAMPLE:


A ten-story building
has the floor plan
shown below at all
levels. Special moment
resisting-frames are
located on the
perimeter of the
building on Lines 1, 4,
A, and F.
Determine if a Type 5
nonparallel system
irregularity exists.