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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM65678
Volume:
10 |
6 |
Jun 2026
Pages:
1-16
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
Civil Engineering
Shri Venkateshwara University, Gajraula, UP
Civil Engineering
Shri Venkateshwara University, Gajraula, UP
Earthquake is such a devastating natural disaster that its likelihood of occurrence or the severity of ground motion it creates still eludes mankind. Refinery steel structures are one of the key civil infrastructures vulnerable to this natural disaster. It poses unique challenge to develop effective Lateral Load Resisting Systems (LLRS) for these structures considering its mass and geometric irregularities, vibrations, spread and mid-rise heights, seismic design code demands and more. Per the provisions of IS 1893:2016, a comparative dynamic analysis is performed on two identical specimens of refinery steel structures conjoined with distinct Special Concentrically Braced Frames (SCBF) LLRS: (a) Two-storey spilt X-brace and (b) Standard X-brace. Applying the philosophy of capacity-based ductile design of steel structures expounded in IS18168:2023, the first phase of the analysis optimizes the member sizes per IS 800:2007 and IS18168:2023 code provisions with considerations for P-delta effects and Modal Response Spectrum Analysis (MRSA) demands in Staad.Pro. The second phase of the analysis evaluates the capacity of these consolidated specimens through Nonlinear Static Pushover Analysis in Staad.Pro with considerations for FEMA 356-2000 acceptance criteria for Life Safety (LS) level. The optimal specimen is perceived through comparing key performance indicators (KPIs) formulated from the analysis results.
KEYWORDS
Selecting LLRS for a structure is a discreet choice of the structural engineer after evaluating various factors. Seismic considerations ensuring the capacity of the LLRS meeting or exceeding the seismic demands understood through seismic analysis is the top priority. Specific to each structure, the seismic demand vs capacity varies and it must be thoroughly analyzed with respect to the seismic parameters and code provisions. The crux of the analysis is finding an optimal design that satisfies all required dynamic responses [29]. Architectural constraints towards a particular type of LLRS may come implicitly from the client or owner. Structural engineers often adjust designs to meet or exceed code requirements, typically balancing structural integrity against architectural constraints. In industrial refinery steel construction environment, the refinery process flow directly mediates this tradeoff. The structural analysis and design landscape is shifting dynamically [29, 30], with the findings in the analysis chapter highlighting the transition from code prescribed Capacity-Based Design (CBD) approach to modern Performance-Based Design (PBD). Nonlinear static or dynamic analysis procedures are essential to PBD approach [31]. In this approach, the seismic safety of the structure is given paramount importance. The designer goes beyond the conventional code-based instructions to analyze the structure based on seismic structural performance levels categorized by FEMA-356 for which the building is guaranteed to the client [27]. However, code compliance is vital for the analysis. For example, the code [3] prescribes maximum 0.4% drift limit (roof level displacement) which is an essential criterion for the analysis of LLRS. To take care of accidental torsion, the code [3] prescribes 5% increase in moment on each side of the center of mass while performing seismic analysis. The code prescribed slenderness limit and yield strength [5] forms the criteria upon which demand versus capacity is assessed. Based on the discussion above, this dissertation hopes to offer modest insights that may assist future researchers.
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Publication Date
6/30/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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