Optimization of Geometrical Characteristics of Building by Using Diagrid System against Lateral Forces

[1] IS 1893 (Part 1)–2002, Indian Standard code, Criteria for Earthquake Resistant Design of Structures, Part 1: GeneralProvision and
Buildings.
[2] FEMA 356 (2000) for Prestandard and Commentary for the Seismic Rehabilitation of Building, Federal Emergency Management
Agency, Washington, D.C., USA.
[3] ATC-40 (1996) - vol-1, for Seismic Analysis and Retrofit of Concrete Building.
[4] FEMA-440 (2205) for an Improvement of Nonlinear static seismic analysis procedure, Federal Emergency Management Agency,
Washington, DC, U.S.A.
[5] SAP 2000, for the analysis and design of structural system.
[6] IS: 800-2007. Indian Standard Code of Practice for General Construction in Steel.
[7] IS: 875(Part-3)-1987 Indian Standard Codes provides design wind loads for buildings and structures.
[8] IS: 1893(Part-I)-2002, Bureau of Indian Standard gives Criteria for Earthquake Resistant Design of Structures.
[9] ASCE 7–05. 2006, American Society of Civil Engineers, for Minimum design loads for building and other structure.
[10] Is 456: 2000 ,for plain and reinforced concrete - code of practice