Evaluation of Risk of Building Damage due to Deep Excavations via Numerical Modelling

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311V109C104 41 97 35 33 30V0H257Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,25.551,3.132)"><path d="M810 0V30C751 35 744 40 744 106V296C744 396 694 451 614 451C583 451 558 438 537 425C512 409 485 391 454 368C434 420 390 451 342 451C309 451 285 439 260 424C228 405 206 387 185 372V453C141 434 90 421 43 413V386C102 378 105 373 105 309V106C105 41 96 35 29 30V0H243V30C194 35 185 41 185 106V335C216 360 256 389 297 389C357 389 384 348 384 275V106C384 41 374 35 312 30V0H530V30C475 35 465 41 465 104V294C465 313 464 324 463 336C502 367 539 389 576 389C637 389 663 346 663 274V109C663 41 653 35 593 30V0H810Z"></path></g></svg> for rectangular isotropic beams (hogging). (a) Bending limit. (b) Shearing limit. (c) Limiting combinations.</div>

Advances in Civil Engineering

fig7

Figure 7

Figure 7: Evaluation of Risk of Building Damage due to Deep Excavations via Numerical Modelling 