Seismic evaluation of BRBF steel structures with L-shaped irregular plan considering soil-structure interaction
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10518-024-01963-4.pdf
Reference75 articles.
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2. Abdollahiparsa H, Homami P, Khoshnoudian F (2016) Effect of vertical component of an earthquake on steel frames considering soil-structure interaction. KSCE J Civ Eng 20(7):2790–2801. https://doi.org/10.1007/s12205-016-0687-y
3. Abedini H, Hoseini Vaez SR, Zarrineghbal A (2020) Optimum design of buckling-restrained braced frames. Structures 25:99–112. https://doi.org/10.1016/j.istruc.2020.03.004
4. AISC (2016) ANSI/AISC 360–16, Specification for structural steel buildings, american institute of steel construction, Chicago, IL. (n.d.)
5. Amarloo N, Emami AR (2019) A 3-dimensional perspective for inter-storey drift, ductility and damage distributions in plan-irregular RC buildings considering seismic orientation effect. Bull Earthq Eng. https://doi.org/10.1007/s10518-019-00595-3
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1. Ground motion parameters and damage correlation in plan irregular L-shape steel structure with BRB;Soil Dynamics and Earthquake Engineering;2024-11
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