Effects of a Group of High-Rise Structures on Ground Motions under Seismic Excitation

<div>Interaction between structures in terms of influence coefficients <svg height="9.25658pt" id="M134" style="vertical-align:-3.295671pt" version="1.1" viewbox="-0.0498162 -5.96091 25.1985 9.25658" width="25.1985pt" 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="M391 364C391 409 353 448 295 448C249 448 198 426 152 393C65 331 23 225 23 139C23 14 96 -12 146 -12C198 -12 280 9 367 101L351 124C300 78 242 48 194 48C129 48 109 107 109 162V191C208 213 391 266 391 364ZM313 350C313 305 268 261 113 223C132 334 187 381 217 398C227 404 244 405 261 405C290 405 313 385 313 350Z" id="g113-102"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="414" vert-adv-y="414"></glyph.data></g><g transform="matrix(.0091,0,0,-0.0091,5.317,3.132)"><path d="M329 433H203L239 587L230 596L147 534L123 433H57L30 395L34 388H115L61 129C37 16 59 -12 85 -12C147 -12 222 58 260 98L241 125C212 95 160 62 144 62C132 62 127 71 138 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Shock and Vibration

fig11

Figure 11

Figure 11: Effects of a Group of High-Rise Structures on Ground Motions under Seismic Excitation 