Earthquake and Wave Analysis of Circular Cylinder considering Water-Structure-Soil Interaction

<div>The displacement amplitude of the cylinder on the top with respect to <i>ω</i> with <svg height="9.39034pt" id="M295" style="vertical-align:-3.42943pt" version="1.1" viewbox="-0.0498162 -5.96091 10.7353 9.39034" width="10.7353pt" 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="M478 372C478 418 458 448 431 448C409 448 389 431 389 410C389 404 391 400 394 395C398 388 406 371 406 348C406 253 308 122 251 51H249C254 122 249 257 231 336C212 421 189 448 159 448C126 448 75 412 23 327L48 306C83 354 103 371 115 371C125 371 134 360 144 334C185 224 192 64 183 -19C146 -100 116 -202 110 -244L125 -261C154 -259 208 -234 222 -220C222 -194 225 -84 235 -23C247 -3 273 36 308 79C379 165 478 288 478 372Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,5.668,3.132)"><path d="M245 635C92 635 37 457 37 312C37 149 91 -12 244 -12C395 -12 449 166 449 312C449 469 395 635 245 635ZM243 598C332 598 358 454 358 312C358 173 334 26 245 26C158 26 128 174 128 313S152 598 243 598Z"></path></g></svg> = 0.5.</div>

Advances in Civil Engineering

fig24

Figure 24

Figure 24: Earthquake and Wave Analysis of Circular Cylinder considering Water-Structure-Soil Interaction 