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<journal-id journal-id-type="publisher">london-journal-of-engineering-research</journal-id>
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<journal-title>London Journal of Engineering Research</journal-title>
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<issn publication-format="print">2631-8474</issn>
<issn publication-format="electronic">2631-8482</issn>
<publisher><publisher-name>JournalsPress</publisher-name></publisher>
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<article-id pub-id-type="publisher-id">89100</article-id>
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<article-title>Analysis of Straight Stairs under Earthquake and Pedestrian Loads</article-title>
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<volume>23</volume>
<issue>1</issue>
<fpage>11</fpage>
<lpage>22</lpage>
<abstract><p>Staircases connect the floors of multi-storey buildings and pedestrian bridges. There are different types of stairs, such as straight stairs, straight stairs with intermediate landings, curved stairs, L-shaped stairs, etc. The study focused on straight staircases with a central beam supporting the stairs as a double cantilever. The study of structural systems is relatively rare. There are four loading cases that we examine; the first is a live load on one side of the staircase, the second is a live load on both sides of the staircase, the third is a time history of three earthquakes, and the fourth is a dynamic load of pedestrians. A major objective of this study was to establish equations for estimating the central beam&#039;s internal forces.</p></abstract>
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<p>Staircases connect the floors of multi-storey buildings and pedestrian bridges. There are different types of stairs, such as straight stairs, straight stairs with intermediate landings, curved stairs, L-shaped stairs, etc. The study focused on straight staircases with a central beam supporting the stairs as a double cantilever. The study of structural systems is relatively rare. There are four loading cases that we examine; the first is a live load on one side of the staircase, the second is a live load on both sides of the staircase, the third is a time history of three earthquakes, and the fourth is a dynamic load of pedestrians. A major objective of this study was to establish equations for estimating the central beam&#039;s internal forces.</p>
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