Nonlinear Resonance Analysis of Slender Portal Frames under Base Excitation

<div>Influence of the roof height on the nonlinear response of the frame under horizontal and vertical excitation. <svg height="12.0653pt" id="M177" style="vertical-align:-3.4294pt" version="1.1" viewbox="-0.0498162 -8.6359 53.9274 12.0653" width="53.9274pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M686 28C612 35 607 44 591 112C563 234 541 360 519 489L489 666L457 658L147 121C100 40 89 36 24 28L17 0H240L250 28C168 34 159 41 190 101L262 237H482C495 180 503 137 510 91C517 47 514 35 441 28L433 0H677L686 28ZM475 280H285L429 541H431L475 280Z" id="g113-66"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="703" vert-adv-y="703"></glyph.data></g><g transform="matrix(.0091,0,0,-0.0091,10.244,3.132)"><path d="M545 403C545 425 527 451 498 451C448 451 400 404 312 286L290 341C262 412 246 451 219 451C182 451 138 404 92 345L112 323C152 368 169 378 181 378C192 378 201 359 216 321L257 214C184 115 142 69 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Shock and Vibration

fig13

Figure 13

Figure 13: Nonlinear Resonance Analysis of Slender Portal Frames under Base Excitation 