Nonlinear Seismic Analysis of Framed Structures

2018 ◽  
pp. 268-301
Author(s):  
Stelios Antoniou ◽  
Rui Pinho
Keyword(s):  
Seismic Analysis ◽  
Framed Structures

scholarly journals A fibre flexure-shear model for seismic analysis of RC-framed structures

2009 ◽  
Vol 38 (5) ◽  
pp. 565-586 ◽  
Author(s):  
P. Ceresa ◽  
L. Petrini ◽  
R. Pinho ◽  
R. Sousa
Keyword(s):  
Seismic Analysis ◽  
Shear Model ◽  
Framed Structures ◽  
Rc Framed Structures

scholarly journals Seismic Analysis of 3D Framed Building

2021 ◽  
pp. 404-410
Author(s):  
S. Venkatesh ◽  
Ms. T. Savithra
Keyword(s):  
Seismic Analysis ◽  
Shear Walls ◽  
Infill Walls ◽  
Efficient System ◽  
Framed Structures ◽  
Masonry Infill ◽  
Soft Storey ◽  
Masonry Infill Walls ◽  
Frame Building ◽  
Rigid Frames

Generally RC framed structures are designed without regards to structural action of masonry infill walls present. Masonry infill walls are widely used as partitions. These buildings are generally designed as framed structures without regard to structural action of masonry infill walls. They are considered as non- structural elements. RC frame building with open first storey is known as soft storey, which performs poorly during strong earthquake shaking. Past earthquakes are evident that collapses due to soft storeys are most often in RC buildings. In the soft storey, columns are severely stressed and unable to provide adequate shear resistance during the earthquake. Hence a combination of two structural system components i.e. Rigid frames and RC shear walls or Rigid frames and Bracings leads to a highly efficient system in which shear wall and bracings resist the majority of the lateral loads and the frame supports majority of the gravity loads.

scholarly journals Response Reduction Factor for Different Heights of RC Structure

2019 ◽  
Vol 9 (2) ◽  
pp. 3273-3276
Keyword(s):  
Seismic Analysis ◽  
Pushover Analysis ◽  
Reduction Factor ◽  
Framed Structures ◽  
Response Reduction Factor ◽  
Rc Structure ◽  
Non Linear ◽  
Linear Behaviour ◽  
Rc Framed Structures ◽  
Strength And Ductility

Seismic analysis is considered as an important parameter for any structural design. The strength and ductility of frame members in seismic design depends on the response reduction factor. In this paper four symmetrically framed structures are considered of different heights under the critical zone condition. The primary emphases of this work is regarding calculation of response reduction factor values attained from designing RC framed structures. The results are computed by applying non-linear static pushover analysis. SAP-2000 software is used for analyzing the non-linear behaviour of the structure.

FIRE SAFETY OF MOBILE PNEUMO-FRAMED STRUCTURES

2018 ◽  
pp. 49-52
Author(s):  
T. Firsova ◽  
◽  
A. Kazarian ◽  
Keyword(s):  
Fire Safety ◽  
Framed Structures
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