2018
DOI: 10.4236/ojce.2018.82008
|View full text |Cite
|
Sign up to set email alerts
|

Performance of Rigid Steel Frames under Adequate Soil Conditions Using Seismic Code Provisions

Abstract: This study is focused on nonlinear analysis and design of spatial and perimeter moment resisting frames for a 9-storeys office building having 9.15 m span. Seismic design criteria of Eurocode 8 Ductility Class High (DCH) with behavior factor (q) of 6.5 and AISC/ASCE code, Special Moment resisting Frame (SMF) with response modification factor (R) of 8 were employed. The design outcomes are expressed in terms of frame performance (non-linear analysis), section profiles (code recommendations), strength-demand to … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
3
0

Year Published

2020
2020
2024
2024

Publication Types

Select...
5
2

Relationship

2
5

Authors

Journals

citations
Cited by 8 publications
(6 citation statements)
references
References 5 publications
0
3
0
Order By: Relevance
“…The Tattapani geothermal power station is Pakistan's first grid-connected geothermal power facility. It is a prototype for upcoming national geothermal ventures [39][40][41].…”
Section: Carbon Pricingmentioning
confidence: 99%
“…The Tattapani geothermal power station is Pakistan's first grid-connected geothermal power facility. It is a prototype for upcoming national geothermal ventures [39][40][41].…”
Section: Carbon Pricingmentioning
confidence: 99%
“…Reference [109] presented a parametric analysis on how soils affected the performance of moment resisting frames. Both a modal spectral analysis, and static non-linear analysis were carried out to observe the effects of the soil on the structure's natural periods.…”
Section: Frame and Soil Interactionsmentioning
confidence: 99%
“…RILEM specification was used to determine the tensile strength of prism from diagonal compression testing, [21]. As there are no ASTM, specification equation (5) is used to compute the tensile strength of brick masonry prism.…”
Section: Ss= (0707 Pd)/an (4)mentioning
confidence: 99%
“…Principal types of interaction that can occur are strong columns and strong piers inducing shear failure in the beams strong spandrel components reducing the ductility by causing short-column effects and infill inducing tension yielding or bar splice failures in the column. Therefore in this research, two Infilled RC frame specimen, in which in one specimen only widow opening was provided while in other both door, and window openings were provided were investigated in quasi-static loading [17][18][19][20][21].…”
Section: Introductionmentioning
confidence: 99%