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Learning

                                                                 17                Earthquake Design
                               Earthquake Tip                                      and

                                                                                   Construction

            How do Earthquakes affect Reinforced Concrete Buildings?



            Reinforced Concrete Buildings                       In most buildings, the geometric distortion of the slab
               In recent times,  reinforced concrete buildings have   is negligible in the horizontal plane; this behaviour is
            become common in India, particularly in towns  and   known as the  rigid diaphragm  action  (Figure 2b).
            cities. Reinforced concrete (or simply  RC) consists  of   Structural engineers must consider this during design.
            two primary materials, namely concrete with reinforcing
            steel bars. Concrete is made of sand, crushed stone (called
            aggregates) and cement, all mixed with pre-determined
            amount of water. Concrete can be molded into  any
            desired shape, and steel bars can  be bent  into  many

            shapes. Thus, structures  of complex shapes are       (a) Out-of-plane

            possible with RC.                                           Vertical Movement
               A typical RC building  is made of horizontal             (b) In-plane Horizontal Movement

            members (beams and  slabs) and vertical members      Figure 2: Floor bends with the beam but moves
            (columns and walls), and supported by foundations that     all columns at that level together.

            rest on ground. The system comprising of RC columns     After columns and floors in a RC building are cast
            and connecting beams is  called  a  RC Frame. The RC   and the concrete hardens, vertical spaces between
            frame participates  in resisting the earthquake forces.   columns and floors are usually filled-in with masonry
            Earthquake  shaking generates inertia forces  in the   walls to demarcate a floor area into functional spaces
            building, which are proportional to the building mass.   (rooms).  Normally, these  masonry walls, also called
            Since most of the building mass  is present at floor   infill walls, are not connected to surrounding  RC
            levels, earthquake-induced inertia  forces primarily   columns and beams. When columns receive horizontal
            develop at the floor levels. These forces travel    forces at floor levels, they try to move in the horizontal
            downwards -  through  slab and beams  to  columns and   direction, but masonry walls tend to resist this
            walls, and then to the foundations from where they are   movement. Due to their heavy weight and thickness,
            dispersed to the ground. As inertia forces accumulate   these walls attract rather large horizontal forces
            downwards from the top of the building, the columns   (Figure  3).  However, since masonry is  a brittle
            and walls  at lower storeys experience higher       material, these walls develop cracks once their ability
            earthquake-induced forces (Figure 1) and are therefore   to carry horizontal load is exceeded. Thus, infill walls
            designed to be stronger than those in storeys above.    act like sacrificial fuses in buildings; they develop
                                                                cracks under severe ground shaking but help share the
                                               5                load of the beams and columns  until cracking.
                                                                Earthquake performance of infill walls is enhanced by
                                               4                mortars of good strength, making proper masonry
                                               3                courses,  and proper packing of gaps between RC
                                              Floor Level       frame and masonry infill walls. However, an infill wall
                                               2                that is unduly tall or  long  in comparison to its
                                                                thickness can fall  out-of-plane (i.e., along its  thin
                                               1                direction), which can be life threatening. Also, placing
                                                                infills irregularly in the building causes ill effects like
                                                  Total Force

            Figure 1: Total horizontal earthquake force in a    short-column effect and torsion (these will be discussed

              building increases downwards along its height.    in subsequent IITK-BMTPC Earthquake Tips).

            Roles of Floor Slabs and Masonry Walls
               Floor slabs  are horizontal plate-like elements,
            which facilitate functional  use of buildings.  Usually,
            beams and slabs at one storey level are cast together.
            In residential multi-storey buildings, thickness of slabs           Compression               Gap
            is only  about 110-150mm. When beams bend in  the
            vertical direction during earthquakes, these thin slabs
            bend along with them (Figure 2a). And, when beams                                  Cracks
            move with columns in the horizontal direction, the   Figure 3: Infill walls move together with the
            slab usually forces the beams to move together with it.     columns under earthquake shaking.
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