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Shuraim, A., Al-Haddad, M., Al-Zaid, R., Mirza, R. and Al-Sheref, K. (2007) Seismic Provisions in the Saudi Building Code. Proceedings of the 7th Saudi Engineering Conference (SEC7), Riyadh, 3-5 December 2007, SEC-119.

has been cited by the following article:

• TITLE: Effect of Eccentric Shear Stiffness of Walls on Structural Response of RC Frame Buildings

  AUTHORS: Muhammad Umair Saleem

  KEYWORDS: Reinforced Concrete Buildings, Computer aided Modelling, Shear Walls, Stiff-ness, Deformations

  JOURNAL NAME: Open Journal of Civil Engineering, Vol.7 No.4, November 27, 2017

  ABSTRACT: Current research study consists of determining the optimum location of the shear wall to get the maximum structural efficiency of a reinforced concrete frame building. It consists of a detailed analysis and design review of a seven-story reinforced concrete building to understand the effect of shear wall location on the response of reinforced concrete structures when subjected to different earthquake forces. Three trail locations of shear walls are selected and their performance is monitored in terms of structural response under different lateral loads. Required objectives are achieved by obtaining design and construction drawings of an existing reinforced concrete structure and modeling it on Finite Element Method (FEM) based computer software. The structure is redesigned and discussed with four different configurations (one without shear wall and three with shear walls). Main framing components (Beams, Columns and Shear walls) of the superstructure are designed using SAP 2000 V. 19.0 whereas substructure (foundation) of RC building wasdesigned using SAFE. American Concrete Institute (ACI) design specifications were used to calculate the cracked section stiffness or non-linear geometrical properties of the cracked section. Uniform Building Code (UBC-97) procedures were adopted to calculate the lateral earthquake loading on the structures. Structural response of the building was monitored at each story level for each earthquake force zone described by the UBC-97. The earthquake lateral forces were considered in both X and Y direction of the building. Each configuration of shear wall is carefully analyzed and effect of its location is calibrated by the displacement response of the structure. Eccentricity to the lateral stiffness of the building is imparted by changing the location of shear walls. Results of the study have shown that the location of shear wall significantly affects the lateral response of the structure under earthquake forces. It also motivates to carefully decide the center of lateral stiffness of building prior to deciding the location of shear walls.