EVALUATION METHOD FOR THE FLEXURAL AND SHEAR CRACK WIDTH OF THE REINFORCED CONCRETE MULTI-STORY SHEAR WALLS : A study on the evaluation method for the earthquake resistant performance of the reinforced concrete multi-story shear walls (Part2)
نویسندگان
چکیده
منابع مشابه
Shear and Flexural Stiffnesses of Reinforced Concrete Shear Walls Subjected to Cyclic Loading
Seismic analyses of concrete structures under maximum-considered earthquakes require the use of reduced stiffness accounting for cracks and degraded materials. Structural walls, different to other flexural dominated components, are sensitive to both shear and flexural stiffness degradations. Adoption of the gross shear stiffness for walls in seismic analysis prevails particularly for the design...
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A Macro-model for Nonlinear Analysis of 3D Reinforced Concrete Shear Walls
Architectural limitations in many situations make it necessary for the RC shear walls to be extended in plan in different directions at a single location that makes them a 3D configuration. Analysis of such walls is very challenging. In this research about 450 cases of 3D shear walls are considered with different shapes and heights. L, T and H-shape walls are studied. They are nonlinearly analy...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 2004
ISSN: 1340-4202,1881-8153
DOI: 10.3130/aijs.69.97