2024
DOI: 10.1016/j.soildyn.2023.108332
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Recommendation of new design spectra for Iran using modified Newmark method

Hassan Moghaddam,
Mohammadali Sanagar Darbani,
Ali Sadrara
et al.
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Cited by 1 publication
(2 citation statements)
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“…The soil under the structure is type Ш. The coe cient C (Earthquake parameter) and the coe cient K (Elevation parameter) have been calculated according to Iran standard 2800-4th edition (Mansouri, 2017;Moghaddam et al, 2024). The seismic parameters of the structures are presented in Table 2.…”
Section: Methodsmentioning
confidence: 99%
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“…The soil under the structure is type Ш. The coe cient C (Earthquake parameter) and the coe cient K (Elevation parameter) have been calculated according to Iran standard 2800-4th edition (Mansouri, 2017;Moghaddam et al, 2024). The seismic parameters of the structures are presented in Table 2.…”
Section: Methodsmentioning
confidence: 99%
“…Seismic parameters of steel structures(Mansouri, 2017;Moghaddam et al, 2024;Zarrineghbal et al, 2021) …”
mentioning
confidence: 99%