5 Non-Linear Static Analysis

2006 ◽  
pp. 23-27
Author(s):  
Christian A. Schenk ◽  
Gerhart I. Schuëller
Keyword(s):  
Static Analysis ◽  
Non Linear ◽  
Linear Static Analysis

scholarly journals Influence of mechanical parameters on non-linear static analysis of masonry buildings: a relevant case-study

2018 ◽  
Vol 11 ◽  
pp. 331-338 ◽  
Author(s):  
Pietro Croce ◽  
Maria Luisa Beconcini ◽  
Paolo Formichi ◽  
Paolo Cioni ◽  
Filippo Landi ◽  
...  
Keyword(s):  
Static Analysis ◽  
Masonry Buildings ◽  
Mechanical Parameters ◽  
Relevant Case ◽  
Non Linear ◽  
Linear Static Analysis

scholarly journals Response Reduction Factor for Lateral Load Resisting Frames with Vertical Discontinuity of Asymmetrical Structure

2021 ◽  
Vol 1197 (1) ◽  
pp. 012005
Author(s):  
Trupti Dongare ◽  
Preeti Kulkarni
Keyword(s):  
Static Analysis ◽  
Reduction Factor ◽  
Soil Conditions ◽  
Response Reduction Factor ◽  
R Factor ◽  
Lateral Forces ◽  
Asymmetrical Structure ◽  
Non Linear ◽  
Wall System ◽  
Linear Static Analysis

Abstract In recent times, the RC building construction with vertical discontinuity that is floating column structures are unavoidable feature and increases trends day by day. To reduce lateral forces the earthquake resistance structures are designed so the response reduction factor (R) is used to determine these lateral forces by using base shear values. The R factor depends upon the overstrength factor, ductility factor, redundancy factor also the sizes of columns, types of soil, zones and load transferring path, etc. The IS code provides response reduction factor only for OMRF and SMRF along with other structures like Braced frame system, Structural wall system, Dual system, Flat slab structure wall system, etc. so there are no codal provisions for floating column structures. Thus it is essential to study the real behaviours of RC buildings with discontinuity in load transferring path through non-linear static analysis, so the present research work is done on trying to find R factor for vertical discontinuous asymmetrical structure for different soil conditions and different positions of floating column using moment resisting frames. And the structure is analyzed by response spectrum analysis and non-linear static analysis using SAP2000 software.

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