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《Journal of Southeast University(Natural Science Edition)》 2007-02
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Definition of short-limb shear walls

Peng Fei1 Cheng Wenrang1 Lu Heyan1 Huang Dongshen2 Wang Jie3 Wei Daping3(1Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China)(2College of Aerospace Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China)(3Nanjing Municipal Institute of Civil Architecture,Nanjing 210002,China)  
To correctly define short-limb shear wall,the limb strength coefficient ζ and the integrative coefficient α are used to exhibit the mechanical performance of short-limb shear walls.Based on the analysis on top displacement of combined shear walls subjected to top horizontal loading by elastic finite element method,the law of top displacement of combined shear walls due to the varying of the limb strength coefficient ζ is acquired.The curve of top displacement is gentle when ζ is less than [ζ],here [ζ] is the limited value for distinguishing shear wall and framework,and k is a coefficient related to the number of stories.Therefore combined shear walls are divided into two classifications,i.e.shortlimb shear walls satisfying the condition ζ greater than or equal to k and long-limb shear walls satisfying the condition ζ less than k.Meanwhile,it is pointed out that the definition of short-limb shear walls given by Chinese code 'Technical specification for concrete structures of tall building'(JGJ3—2002) is wrong because the definition only considers the height of section of limb without taking the opening into account.
【CateGory Index】: TU375
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