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                HOW 
                TO 
            MAKE 
            BUILDING 
            FOR 
            GOOD 
            SEISMIC 
            PERFORMANCE?  | 
               
             
            
            Construction Materials 
            
              
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                In India, most non-urban buildings are made in masonry. In the 
                plains, masonry is generally made of burnt clay bricksand cement 
                mortar. However, in hilly areas, stone masonry with mud mortar 
                is more prevalent; but, in recent times, it is being replaced 
                with cement mortar. Masonry can carry loads that cause 
                compression (i.e., pressing together), but can hardly 
                take load that causes tension (i.e., pulling 
                apart) (Figure 1). 
                 
                Concrete is another material that has been populary used in 
                building construction particulary over the last four 
                decades.Cement concrete is made of crushed stone 
                pieces (called
                aggregate), sand, cement and water mixed in appropriate 
                proportions. Concrete is much stronger than masonry under 
                compressive loads, but again its behaviour in tension is 
                poor. The properties of concrete critically depend on the amount 
                of water used in making concrete; too much and too little water, 
                both can cause havoc. In general, both masonry and concrete are 
                brittle, and fail suddenly. 
                 
                Steel is used in masonry and concrete building as reinforcement 
                bars of diameter and ranging from 6mm to 40 mm.  | 
                
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                 Figure 2: Masonry is strong in compression 
                but weak in tension.  | 
               
             
            Reinforcing steel can 
            carry both tensile and compressive loads. Moreover, steel is a 
            ductile material. This important property of ductility enables 
            steel bars to undergo large elongation before breaking. 
            Concrete is used in buildings along with steel reinforcement 
            bars. This composite material is called reinforced cement 
            concrete or simply reinforced concrete (RC). The amount 
            and location of steel in a member should be such that the failure of 
            the member is by steel reaching its strength in tension before 
            concrete reaches its strength in compression. This type of failure 
            is ductile failure, and hence is preferred over a failure 
            where concrete fails first in compression. Therefore, contrary to 
            common thinking, providing too much steel in RC buildings can be 
            harmful even!! 
  
            
              
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                 Capacity Design Concept  
                 
                Let us take two bars of same length and cross-sectional area - 
                one made of a ductile material and another of a brittle 
                material. Now, pull these two bars until they break!! You will 
                notice that the ductile bar elongates by a large amount before 
                it breaks, while the brittle bar breaks suddenly on reaching its 
                maximum strength at a relatively small elongation (Figure 
                2).Amongst the materials used in building construction, steel is
                ductile, while masonry and concrete are brittle .
                
                
                Now, let us make a chain with links made 
                of brittle and ductile materials (Figure 3). Each 
                of these links will fail just like the bars shown in Figure 2. 
                Now, hold the last link at either end of the chain and apply a 
                force F. Since the same force F is being 
                transferred through all the links, the force in each link is the 
                same, i.e., F. As more and more force is applied, 
                eventually the chain will break when the weakest link in 
                it breaks. If the ductile link is the weak one (i.e.,
                its capacity to take load is less), then the chain will show 
                large final elongation. Instead, if the brittle link is the weak 
                one, then the chain will fail suddenly and show small final 
                elongation. Therefore, if we want to have such a ductile 
                chain, we have to make the ductile link to be the weakest 
                link. 
                
                   | 
                
                 
                  
                  
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                |   | 
                Figure 2:Tension 
                Test on Materials – ductile versus brittle materials. | 
               
             
            
            
              
                | 
                Let us take 
                two bars of same length and cross-sectional area - one made of a 
                ductile material and another of a brittle material. Now, pull 
                these two bars until they break!! You will notice that the 
                ductile bar elongates by a large amount before it breaks, while 
                the brittle bar breaks suddenly on reaching its maximum strength 
                at a relatively small elongation (Figure 2).Amongst the 
                materials used in building construction, steel is ductile, 
                while masonry and concrete are brittle . 
                Now, let us make a chain with links made 
                of brittle and ductile materials (Figure 3). Each 
                of these links will fail just like the bars shown in Figure 2. 
                Now, hold the last link at either end of the chain and apply a 
                force F. Since the same force F is being 
                transferred through all the links, the force in each link is the 
                same, i.e., F. As more and more force is applied, 
                eventually the chain will break when the weakest link in 
                it breaks. If the ductile link is the weak one (i.e.,
                its capacity to take load is less), then the chain will show 
                large final elongation. Instead, if the brittle link is the weak 
                one, then the chain will fail suddenly and show small final 
                elongation. Therefore, if we want to have such a ductile 
                chain, we have to make the ductile link to be the weakest 
                link.  | 
                
                 
                Figure 3: Ductile chain design  | 
               
             
            
              
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                 Earthquake-Resistant Design of Buildings 
                
                Buildings should be 
                designed like the ductile chain. For example, consider the 
                common urban residential apartment construction - the 
                multi-storey building made of reinforced concrete. It consists 
                of horizontal and vertical members, namely beams and 
                columns. The seismic inertia forces generated at its floor 
                levels are transferred through the various beams and 
                columns to the ground. The correct building components need 
                to be made ductile. The failure of a column can affect the 
                stability of the whole building, but the failure of a beam 
                causes localized effect. Therefore, it is better to make 
                beams to be the ductile weak links than columns. This 
                method of designing RC buildings is called the strong-column 
                weak-beam design method (Figure 4).  | 
                
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                Figure 
                4: Reinforced Concrete Building Design: 
                the beams 
                must be the weakest links and not the columns – this can be 
                achieved by appropriately sizing the members and providing 
                correct amount of steel reinforcement in them. | 
               
             
            
            Quality Control in Construction 
            
            The capacity design concept in earthquake 
            resistant design of buildings will fail if the strengths of the 
            brittle links fall below their minimum assured values. The strength 
            of brittle construction materials, like masonry and concrete, is 
            highly sensitive to the quality of construction materials, 
            workmanship, supervision, and construction methods. Similarly, 
            special care is needed in construction to ensure that the elements 
            meant to be ductile are indeed provided with features that give 
            adequate ductility. Thus, strict adherence to prescribed standards 
            of construction materials and construction processes is essential in 
            assuring an earthquake-resistant building. Regular testing of 
            construction materials at qualified laboratories (at site or away), 
            periodic training of workmen at professional training houses, and 
            on-site evaluation of the technical work are elements of good 
            quality control. 
            
            Resource Material 
            
            
              
              
              Paulay,T., and Priestley,M.J.N., (1992), 
              Seismic Design of Reinforced Concrete Buildings and Masonry, 
              John Wiley, USA. 
              Mazzolani,F.M., and Piluso,V., (1996), Theory and Design of 
              Seismic-Resistant Steel Frames , E&FN Spon, UK. 
              
            
            
            
            Authored by:  
            C.V.R. 
            Murty 
            Indian Institute of Technology Kanpur, Kanpur, India 
            
            Sponsored by:
            Building 
            Materials and Technology Promotion Council, New Delhi. 
            Suggestions/comments may be sent to 
            
            eqtips@iitk.ac.in 
            To see previous 
            IITK-BMTPC Earthquake Tips, visit 
            
            www.nicee.org
            
            
            
            
            
            
            
            
            
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