Page 51 - EQTips_Eng
P. 51

IITK-BMTPC Earthquake Tip 25

            Why are Load Paths Important in Buildings?                                                      page 2
               Horizontal floors can effectively resist and transfer   (b)  Load  path  geometry  must  be  simple:  Uninterrupted,
            earthquake forces through direct load paths, provided   direct  load  paths  should  be  provided  at  regular
            that  they  do  not  have  significant  openings.  Large   intervals along length and width of the building;
            openings or cut-outs in floors interrupt load paths and   (c)  Load  paths must  be  symmetrical  in  plan:  A  building
            may  prevent  smooth,  direct  transfer  of  forces  to   will sway uniformly in two horizontal directions,
            vertical  elements.  Openings  in  floors  are  necessary,   when  structural  elements  constituting  load  paths
            e.g.,  to  allow  for  elevator  core  or  staircase  to  pass   are placed symmetrically in plan. Otherwise, it may
            through. But, these should be as small as possible, and   twist about a vertical axis, which is detrimental to
            as few as possible. Their locations should be carefully   its earthquake performance.
            considered; the ideal location for openings is close to   (d)  Robust  connections  are  needed  between  structural
            center of floor slabs in plan.                          elements along load paths: In an earthquake-resistant
            Vertical Elements                                       structure, every connection is tested during  strong
               Typical  structural  elements  (present  in  vertical   earthquake  shaking. These connections  should be
            planes) of buildings are columns,  braces and structural   stiff  and  strong  to  offer  continuous  load  paths
            walls or a combination of these (Figure 3). They collect   without being damaged during strong earthquake
            gravity and (horizontal and vertical) earthquake inertia   shaking (Figure 4).
            forces  from  floor  diaphragms  at  different  levels,  and
            bring them down to the foundations below.
               It is possible to design and construct earthquake-
            resistant  buildings  with  various  structural  systems,
            including  Moment  Resisting  Frames  (MRFs),  Frames
            with  Brace  Members  (called  Braced  Frames  (BFs)),
            Structural  Walls  (SWs;  also  called  Shear  Walls),  or  a
            combination  of  these.  Some  of  these  systems  require
            more  advanced  knowledge  of  design  and  higher
            quality  control  during  construction  than  others,  as
            reflected  by  their  relative  performance  during
            earthquakes. For instance, buildings with SWs are easy
            to design and construct, and generally perform better
            during earthquakes, than buildings with MRFs alone.

                                                                                           Photo Courtesy: Sudhir K. Jain

                                                                  Figure 4: Deficient connection between slabs
                                                                     and vertical elements – collapse of an RC
                                                                     frame building during 2001 Bhuj (India)

                                                                     earthquake



                   (a)             (b)             (c)          Related        -      Earthquake Tip

             Figure 3: Structural systems in buildings that     Tip 5: What are seismic effects on structures?
                                                                Tip 6: How architectural features affect buildings during
                 help resist lateral earthquake-induced inertia     earthquakes?
                 loads – (a) MRFs : moment-resisting frames,

                 (b) BFs : braced frames, and (c) frame-wall dual
                 systems                                        Resource Material
                                                                Arnold,C.,  and  Reitherman,R.,  (1982),  Building  Configuration  and
                                                                  Seismic Design, John Wiley, USA
            Key Requirements of Load Paths                      Ambrose,J.,  and  Vergun,D.,  (1999),  Design  for  Earthquakes,  John
               Earthquake  performances  of  buildings  are       Wiley & Sons, Inc., USA
            determined  by  soundness  of  their  load  paths,

            independent of the material with which buildings are
            built, e.g., masonry, RC or structural steel. Earthquake     Authored by:
            codes require designers to ensure presence of adequate      C.V.R.Murty

            lateral load paths in buildings in two horizontal plan      Indian Institute of Technology Jodhpur, India
            directions. Salient requirements of load paths are:      Sponsored by:
            (a)  Load  paths  must  exist  in  all  directions  of  a  building:      Building Materials and Technology Promotion

               Earthquake  shaking  occurs  in  all  directions,  and      Council, New Delhi, India
               can  be  expressed  as  a  combination  of  shaking  in
               one  vertical  and  two  (mutually  perpendicular)     This release is a property of IIT Kanpur and BMTPC. It may

               horizontal  directions.  Hence,  adequate  load  paths     be  reproduced  without  changing  its  contents  with  due
                                                                 acknowledgement.  Suggestions  or  comments  may  be  sent
               are needed along the vertical and the two mutually     to: nicee@iitk.ac.in. To see all IITK-BMTPC Earthquake Tips, visit
               perpendicular horizontal directions.              www.nicee.org or www.bmtpc.org.
   46   47   48   49   50   51   52   53   54   55   56