Effects of Contraction Joints on Vibrational Characteristics of Arch Dams: Experimental Study

<div>Velocity amplitudes at <svg height="11.6836pt" id="M35" style="vertical-align:-3.29562pt" version="1.1" viewbox="-0.0498162 -8.38798 36.7686 11.6836" width="36.7686pt" 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="M729 650H468V622C546 615 554 610 554 527V365H213V527C213 610 221 616 297 622V650H38V622C120 616 128 611 128 527V123C128 39 120 34 40 28V0H303V28C221 34 213 40 213 123V322H554V123C554 39 546 34 460 28V0H728V28C647 34 639 39 639 123V527C639 610 647 615 729 622V650Z" id="g121-70"></path><glyph.data ascent="989" descent="-360" horiz-adv-x="766" vert-adv-y="766"></glyph.data></g><g transform="matrix(.0091,0,0,-0.0091,9.958,3.132)"><path d="M389 0V32C297 37 291 46 291 118V635C234 612 176 595 109 583V556L161 554C203 551 207 548 207 497V118C207 46 201 37 110 32V0H389Z" id="g58-47"></path><glyph.data ascent="1007" descent="-369" horiz-adv-x="487" vert-adv-y="487"></glyph.data></g><g transform="matrix(.013,0,0,-0.013,14.904,0)"><path d="M469 201V252H50V201H469Z" id="g190-178"></path><glyph.data ascent="989" descent="-360" horiz-adv-x="520" vert-adv-y="520"></glyph.data></g><g transform="matrix(.013,0,0,-0.013,21.69,0)"><path d="M729 650H468V622C546 615 554 610 554 527V365H213V527C213 610 221 616 297 622V650H38V622C120 616 128 611 128 527V123C128 39 120 34 40 28V0H303V28C221 34 213 40 213 123V322H554V123C554 39 546 34 460 28V0H728V28C647 34 639 39 639 123V527C639 610 647 615 729 622V650Z" id="g121-70"></path><glyph.data ascent="989" descent="-360" horiz-adv-x="766" vert-adv-y="766"></glyph.data></g><g transform="matrix(.0091,0,0,-0.0091,31.648,3.132)"><path d="M247 635C116 635 39 517 39 421C39 315 112 237 221 237C240 237 258 241 281 253L349 289C314 140 205 42 60 19L66 -15C90 -15 153 -6 207 16C344 70 447 199 447 385C447 521 373 635 247 635ZM231 598C329 598 356 478 356 390C356 371 355 348 352 325C329 309 297 297 262 297C179 297 127 369 127 456C127 515 155 598 231 598Z" id="g58-55"></path><glyph.data ascent="1007" descent="-369" horiz-adv-x="487" vert-adv-y="487"></glyph.data></g></svg> for Models I, II, and III subjected to base excitation at 100 Hz.</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Effects of Contraction Joints on Vibrational Characteristics of Arch Dams: Experimental Study 