The square root of the sum of squares (SRSS) technique and complete quadratic combination (CQC) technique are employed to determine the critical seismic responses for considered structures using maximum modal responses. The shear force for every mode is computed from the natural frequency and eigenvalue analysis of the structure. The third part of this chapter describes the response spectrum analysis and the analytical model for the multi degree-of-freedom (MDOF) structure. Therefore, a 6 story building is considered and in the second section of this chapter the architectural plans and structure details are demonstrated. In order to have a clear comprehending of the highlighted concepts within this book, it is tried to present the application of theories and calculation processes in a real buildings in all sections. Chapter four focused on demonstration the basics of structural dynamic and explain the fundamental process to determine structural seismic response.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |