Investigation on the Structural Behavior of Shear Walls with Steel Truss Coupling Beams under Seismic Loading

<div>Equivalent viscous damping coefficient, <span class="nowrap"><svg height="12.5794pt" id="M63" style="vertical-align:-3.29107pt" version="1.1" viewbox="-0.0498162 -9.28833 11.1203 12.5794" width="11.1203pt" 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="M499 88L487 113C459 86 422 65 413 65C403 65 403 74 409 98L461 318C487 426 460 448 431 448C408 448 383 441 352 424C305 398 223 344 157 257H155L243 674C249 702 249 712 240 712C227 712 170 680 87 673L82 648H117C155 648 162 644 150 590L23 -4L30 -12C55 -4 81 3 105 8C113 53 131 150 143 187C199 281 323 387 372 387C390 387 393 369 380 311L328 86C313 19 319 -12 347 -12C379 -12 442 24 499 88Z" id="g113-105"></path></g><g transform="matrix(.0091,0,0,-0.0091,6.643,3.132)"><path d="M398 365C398 411 356 451 297 451C250 451 198 430 151 397C65 336 24 230 24 139C24 14 97 -12 148 -12C198 -12 284 7 373 104L355 130C306 84 246 53 198 53C132 53 111 109 111 163V189C209 211 398 261 398 365ZM317 351C317 308 273 262 117 225C134 338 189 383 221 399C230 404 249 407 263 407C295 407 317 389 317 351Z" id="g50-102"></path></g></svg>.</span></div>

Advances in Materials Science and Engineering

fig16

Figure 16

Figure 16: Investigation on the Structural Behavior of Shear Walls with Steel Truss Coupling Beams under Seismic Loading 