Method of Pushunder Analysis (PUA) for Approximate Seismic Analysis of Structures Using Various Patterns of Stepwise Increasing Base Acceleration and Its Comparison with Pushover Analysis (POA)

Baghaei, Hamidreza; Razani, Reza

doi:10.13189/cea.2019.070203

Cited by 2 publications

(2 citation statements)

References 8 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The whole analysis is carried out by pushover analysis. E-TABS software is used for the analysis of three-dimensional modelling of RCC building [11].Under some circumstances, instead of Pushover analysis, Push under analysis is proposed [12,13].The revised Indian seismic codes and safety of tall building code recommended the pushover analysis for unconventional building category high rise buildings only [14][15][16].…”

Section: Introductionmentioning

confidence: 99%

Effect of Additional Reinforcement Length in Beams on Base-Shear Capacity in Performance-based Design of Low-Rise Buildings

Kovela¹,

D²,

D³

et al. 2021

cea

View full text Add to dashboard Cite

Most of the existing low rise RCC buildings with 4 to 6 floors were constructed pursuant to the code provisions without detailed Earthquake analysis. To comply with the revised code provisions, it is essential to build up the seismic resistance of the existing buildings. International building safety agencies such as NEHRP, FEMA, and ATC etc., formulated the Performance-based design methods to verify the seismic resistance of the existing buildings and also recommend the retrofit the building to achieve the targeted performance. Pushover method (nonlinear static analysis) is one of the methods. This paper describes the increase of seismic capacity of structure with the additional steel contribution from 25 % to 75% increase in the beams near the beam-column joints. Moreover, this additional steel is placed up to 02.L, 0.25L and 0.3L of the beam span. To accomplish the above parameters, 4-storey, 5-storey and 6-storey rectangular framed structures are analyzed with the pushover analysis. The seismic capacity curves in terms of base shear versus displacement are illustrated. It is found that 10 to 25% of base shear is increased when beams are provided with additional reinforcement from 25% to 75% @0.2L. In this case of increasing the additional steel length from 0.20L to 0.3L, nearly 5% increase of the base shear is observed in width direction but no augmentation is observed in the length direction of the building.

show abstract

Section: Introductionmentioning

confidence: 99%

Effect of Additional Reinforcement Length in Beams on Base-Shear Capacity in Performance-based Design of Low-Rise Buildings

Kovela¹,

D²,

D³

et al. 2021

cea

View full text Add to dashboard Cite

show abstract

“…Hence, the state of the arts of the pushover analysis development and regarding research around performance-based design are conducted by several researchers [6]; [2]; [7]; [8]; [9]; [10]; [11]; [12]; [13], and the latest development is an enhanced modal pushover analysis by single-layer latticed shell structures performed by Qu [14] and [15]. And another work namely pushunder analysis is performed by [16] and compared to those pushover analyses for approximating seismic analysis.…”

Section: Introductionmentioning

confidence: 99%

The Effect of Columns Configuration on High-rise Building Using Performance-based Design

Rochman¹,

Rasidi²,

Sumardi³

et al. 2020

cea

View full text Add to dashboard Cite

Method of Pushunder Analysis (PUA) for Approximate Seismic Analysis of Structures Using Various Patterns of Stepwise Increasing Base Acceleration and Its Comparison with Pushover Analysis (POA)

Cited by 2 publications

References 8 publications

Effect of Additional Reinforcement Length in Beams on Base-Shear Capacity in Performance-based Design of Low-Rise Buildings

Effect of Additional Reinforcement Length in Beams on Base-Shear Capacity in Performance-based Design of Low-Rise Buildings

The Effect of Columns Configuration on High-rise Building Using Performance-based Design

Contact Info

Product

Resources

About