[PDF] Top 20 Comparative study of seismic performance of building having Stiffness vertical irregularity at different floor levels

... the different framing systems and response reduction factor ...prone building i.e., unreinforced masonry wall building, which is having a ‘R’ value of ...type building like moment ... See full document

... structures having this discontinuity are termed as Irregular ...the seismic performance of structures becomes really ...in stiffness and mass render the dynamic characteristics of these ... See full document

... The response spectrum method (RSM) was introduced in 1932 in the doctoral dissertation of Maurice Anthony Biot at Caltech. It is an approach to finding earthquake response of structures using waves and vibration mode ... See full document

... to study the behaviour of ...mass, stiffness and geometry of structure. The structures having this discontinuity are termed as Irregular ...of vertical irregularities in the seismic and ... See full document

... present study four different configurations have been chosen in which one is rectangular and remaining three are of vertical ...The floor to floor height, column size, beam size, slab ... See full document

... the performance & behavior of regular & vertical geometric irregular RCC framed structure under seismic ...of building geometry are taken in this project: one regular frame & four ... See full document

... to study the effect of seismic performance of the buildings with vertical irregularity namely vertical geometric irregularity and stiffness irregularity with ... See full document

... of building and multi-storied ...in seismic performance it gives bad influence and effect. Vertical irregularity of RC Buildings is discuses in this ...,we study to evaluate the ... See full document

... to study the compare mass irregularity in ...at different floor ...complex building having G+10 storey model located in different seismic zone II, III, IV and ... See full document

... The seismic behavior of multi-storied building frame during an earthquake motion depends upon the distribution of strength, mass and stiffness in both horizontal and vertical ...the ... See full document

... the building models is satisfactory and show different performance ...B-IO performance level in seismic zone IV and CP-C in seismic zone ...the performance levels ... See full document

... this study, 3d analytical model of twelve storied buildings have been generated for vertically mass irregular ...at different storey of the structure i.e. at 4 th floor, 8 th floor and 12 th ... See full document

... this study, comparative structural analyzes of three-dimensional (3-D) G + 20 high-rise with and without rigid floor aperture are ...three different construction plans are considered ... See full document

... The seismic behaviour of buildings with a different configuration in mass, stiffness and strength along the height may significantly differ from that of the similar properties of regular ...by ... See full document

... mass irregularity(N.Anvesh, Yajdani and Pavankumar et al., 2015). Different irregularity and torsional response due to plan and vertical irregularity and to analyse cross shape and L ... See full document

... literature study it is observed that in various papers authors have emphasized on study of seismic demands of regular and irregular structures (Chintanapakdee and Chopra 2004), some studied ... See full document

... Indian standards of construction do not provide significant importance to seismic design of precast construction. Some of the issues which need immediate attention in the Indian construction standards have been ... See full document

... asymmetric building structure (torsionally-unbalanced) can be defined as one in which for a purely translational motion, the resultant of the resisting forces does not pass through the centres of mass (Humar and ... See full document

... ii. Capacity Spectrum Method (CSM) of ATC 40. Both of these approaches use pushover curve to calculate global displacement demand on the building from the response of an equivalent single-degree-of-freedom (SDOF) ... See full document

... regular building, the pushover base shear for the models decreases and collapse displacement increases as the irregularity ...in seismic zone IV are ...in seismic zone V (Table ...in ... See full document