Seismic Design Categories A, B or C R = 3 (AISC Seismic Provisions not needed) Design of SeismicDesign of Seismic--Resistant Steel Building Resistant Steel Building Structures: A Brief Overview • Earthquake Effects on Structures • Performance of Steel Buildings in Past Earthquakes • Building Code Philosophy for Earthquake-Resistant Design Prepared for the. �ֱХ 1544 0 obj <> endobj application/pdf General 1. 0000006744 00000 n These structures are expected to perform within the elastic range of deformations when subjected to seismic excitations. 0000003812 00000 n Federal Emergency Management Agency of the U. S. Department of Homeland Security By the National Institute of Building Sciences Building Seismic Safety Council. 0000014070 00000 n Semantic Scholar is a free, AI-powered research tool for scientific literature, based at the Allen Institute for AI. 52 BP 22 Use the slabs to «tie in» the elements and distribute the forces! 0000007775 00000 n Roberto Tomasi Seismic design of buildings 11.05.2017 10 / 22. 0000003193 00000 n 2005-11-02T15:37:34-05:00 >> endobj 410 0 obj << /D [ 0 /FitH 776 ] /F 438 0 R /S /GoToR >> endobj 411 0 obj << /Parent 408 0 R /A 427 0 R /Prev 428 0 R /Title (5.4.5 Impact Loads) >> endobj 412 0 obj << /First 413 0 R /Parent 195 0 R /A 414 0 R /Next 408 0 R /Count -3 /Last 415 0 R /Prev 416 0 R /Title (5.3 Design Requirements) >> endobj 413 0 obj << /Parent 412 0 R /A 425 0 R /Next 420 0 R /Title (5.3.1 Design Loads) >> endobj 414 0 obj << /D [ 0 /FitH 767 ] /F 424 0 R /S /GoToR >> endobj 415 0 obj << /Parent 412 0 R /A 419 0 R /Prev 420 0 R /Title (5.3.3 Loads on Breakaway Walls) >> endobj 416 0 obj << /Parent 195 0 R /A 417 0 R /Next 412 0 R /Prev 196 0 R /Title (5.2 Definitions) >> endobj 417 0 obj << /D [ 0 /FitH 858 ] /F 418 0 R /S /GoToR >> endobj 418 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 419 0 obj << /D [ 0 /FitH 776 ] /F 423 0 R /S /GoToR >> endobj 420 0 obj << /Parent 412 0 R /A 421 0 R /Next 415 0 R /Prev 413 0 R /Title (5.3.2 Erosion and Scour) >> endobj 421 0 obj << /D [ 0 /FitH 776 ] /F 422 0 R /S /GoToR >> endobj 422 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 423 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 424 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 425 0 obj << /D [ 0 /FitH 776 ] /F 426 0 R /S /GoToR >> endobj 426 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 427 0 obj << /D [ 2 /FitH 1012 ] /F 437 0 R /S /GoToR >> endobj 428 0 obj << /Parent 408 0 R /A 429 0 R /Next 411 0 R /Prev 430 0 R /Title (5.4.4 Wave Loads) >> endobj 429 0 obj << /D [ 1 /FitH 776 ] /F 436 0 R /S /GoToR >> endobj 430 0 obj << /Parent 408 0 R /A 431 0 R /Next 428 0 R /Prev 432 0 R /Title (5.4.3 Hydrodynamic Loads) >> endobj 431 0 obj << /D [ 1 /FitH 1012 ] /F 435 0 R /S /GoToR >> endobj 432 0 obj << /Parent 408 0 R /A 433 0 R /Next 430 0 R /Prev 409 0 R /Title (5.4.2 Hydrostatic Loads) >> endobj 433 0 obj << /D [ 0 /FitH 776 ] /F 434 0 R /S /GoToR >> endobj 434 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 435 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 436 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 437 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 438 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 439 0 obj << /D [ 0 /FitH 776 ] /F 440 0 R /S /GoToR >> endobj 440 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 441 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 442 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 443 0 obj << /D [ 0 /FitH 858 ] /F 444 0 R /S /GoToR >> endobj 444 0 obj << /F (ASCE003c05_p15-20.pdf) /Type /FileSpec >> endobj 445 0 obj << /D [ 9 /FitH 999 ] /F 530 0 R /S /GoToR >> endobj 446 0 obj << /First 447 0 R /Parent 191 0 R /A 448 0 R /Next 194 0 R /Count -5 /Last 449 0 R /Prev 450 0 R /Title (6.6 Method 3\204Wind Tunnel Procedure) >> endobj 447 0 obj << /Parent 446 0 R /A 528 0 R /Next 521 0 R /Title (6.6.1 Scope) >> endobj 448 0 obj << /D [ 9 /FitH 999 ] /F 527 0 R /S /GoToR >> endobj 449 0 obj << /Parent 446 0 R /A 516 0 R /Prev 517 0 R /Title (6.6.5 Wind-Borne Debris) >> endobj 450 0 obj << /First 451 0 R /Parent 191 0 R /A 452 0 R /Next 446 0 R /Count -15 /Last 453 0 R /Prev 454 0 R /Title (6.5 Method 2\204Analytical Procedure) >> endobj 451 0 obj << /Parent 450 0 R /A 514 0 R /Next 497 0 R /Title (6.5.1 Scope) >> endobj 452 0 obj << /D [ 3 /FitH 630 ] /F 513 0 R /S /GoToR >> endobj 453 0 obj << /Parent 450 0 R /A 472 0 R /Prev 473 0 R /Title (6.5.15 Design Wind Loads on Other Structures) >> endobj 454 0 obj << /First 455 0 R /Parent 191 0 R /A 456 0 R /Next 450 0 R /Count -3 /Last 457 0 R /Prev 458 0 R /Title (6.4 Method 1\204Simplified Procedure) >> endobj 455 0 obj << /Parent 454 0 R /A 470 0 R /Next 465 0 R /Title (6.4.1 Scope) >> endobj 456 0 obj << /D [ 2 /FitH 630 ] /F 469 0 R /S /GoToR >> endobj 457 0 obj << /Parent 454 0 R /A 464 0 R /Prev 465 0 R /Title (6.4.3 Air Permeable Cladding) >> endobj 458 0 obj << /Parent 191 0 R /A 459 0 R /Next 454 0 R /Prev 460 0 R /Title (6.3 Symbols and Notation) >> endobj 459 0 obj << /D [ 1 /FitH 797 ] /F 463 0 R /S /GoToR >> endobj 460 0 obj << /Parent 191 0 R /A 461 0 R /Next 458 0 R /Prev 192 0 R /Title (6.2 Definitions) >> endobj 461 0 obj << /D [ 0 /FitH 630 ] /F 462 0 R /S /GoToR >> endobj 462 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 463 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 464 0 obj << /D [ 3 /FitH 630 ] /F 468 0 R /S /GoToR >> endobj 465 0 obj << /Parent 454 0 R /A 466 0 R /Next 457 0 R /Prev 455 0 R /Title (6.4.2 Design Procedure) >> endobj 466 0 obj << /D [ 3 /FitH 630 ] /F 467 0 R /S /GoToR >> endobj 467 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 468 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 469 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 470 0 obj << /D [ 2 /FitH 630 ] /F 471 0 R /S /GoToR >> endobj 471 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 472 0 obj << /D [ 8 /FitH 776 ] /F 512 0 R /S /GoToR >> endobj 473 0 obj << /Parent 450 0 R /A 474 0 R /Next 453 0 R /Prev 475 0 R /Title (6.5.14 Design Wind Loads on Solid Freestanding Walls and Solid Signs) >> endobj 474 0 obj << /D [ 8 /FitH 776 ] /F 511 0 R /S /GoToR >> endobj 475 0 obj << /Parent 450 0 R /A 476 0 R /Next 473 0 R /Prev 477 0 R /Title (6.5.13 Design Wind Loads on Open Buildings with Monoslope, Pitched, or T\ roughed Roofs) >> endobj 476 0 obj << /D [ 8 /FitH 776 ] /F 510 0 R /S /GoToR >> endobj 477 0 obj << /Parent 450 0 R /A 478 0 R /Next 475 0 R /Prev 479 0 R /Title (6.5.12 Design Wind Loads on Enclosed and Partially Enclosed Buildings) >> endobj 478 0 obj << /D [ 7 /FitH 909 ] /F 509 0 R /S /GoToR >> endobj 479 0 obj << /Parent 450 0 R /A 480 0 R /Next 477 0 R /Prev 481 0 R /Title (6.5.11 Pressure and Force Coefficients) >> endobj 480 0 obj << /D [ 6 /FitH 804 ] /F 508 0 R /S /GoToR >> endobj 481 0 obj << /Parent 450 0 R /A 482 0 R /Next 479 0 R /Prev 483 0 R /Title (6.5.10 Velocity Pressure) >> endobj 482 0 obj << /D [ 6 /FitH 987 ] /F 507 0 R /S /GoToR >> endobj 483 0 obj << /Parent 450 0 R /A 484 0 R /Next 481 0 R /Prev 485 0 R /Title (6.5.9 Enclosure Classifications) >> endobj 484 0 obj << /D [ 6 /FitH 630 ] /F 506 0 R /S /GoToR >> endobj 485 0 obj << /Parent 450 0 R /A 486 0 R /Next 483 0 R /Prev 487 0 R /Title (6.5.8 Gust Effect Factor) >> endobj 486 0 obj << /D [ 5 /FitH 814 ] /F 505 0 R /S /GoToR >> endobj 487 0 obj << /Parent 450 0 R /A 488 0 R /Next 485 0 R /Prev 489 0 R /Title (6.5.7 Topographic Effects) >> endobj 488 0 obj << /D [ 5 /FitH 630 ] /F 504 0 R /S /GoToR >> endobj 489 0 obj << /Parent 450 0 R /A 490 0 R /Next 487 0 R /Prev 491 0 R /Title (6.5.6 Exposure) >> endobj 490 0 obj << /D [ 4 /FitH 671 ] /F 503 0 R /S /GoToR >> endobj 491 0 obj << /Parent 450 0 R /A 492 0 R /Next 489 0 R /Prev 493 0 R /Title (6.5.5 Importance Factor) >> endobj 492 0 obj << /D [ 4 /FitH 671 ] /F 502 0 R /S /GoToR >> endobj 493 0 obj << /Parent 450 0 R /A 494 0 R /Next 491 0 R /Prev 495 0 R /Title (6.5.4 Basic Wind Speed) >> endobj 494 0 obj << /D [ 4 /FitH 630 ] /F 501 0 R /S /GoToR >> endobj 495 0 obj << /Parent 450 0 R /A 496 0 R /Next 493 0 R /Prev 497 0 R /Title (6.5.3 Design Procedure) >> endobj 496 0 obj << /D [ 4 /FitH 818 ] /F 500 0 R /S /GoToR >> endobj 497 0 obj << /Parent 450 0 R /A 498 0 R /Next 495 0 R /Prev 451 0 R /Title (6.5.2 Limitations) >> endobj 498 0 obj << /D [ 3 /FitH 630 ] /F 499 0 R /S /GoToR >> endobj 499 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 500 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 501 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 502 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 503 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 504 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 505 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 506 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 507 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 508 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 509 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 510 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 511 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 512 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 513 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 514 0 obj << /D [ 3 /FitH 630 ] /F 515 0 R /S /GoToR >> endobj 515 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 516 0 obj << /D [ 9 /FitH 999 ] /F 526 0 R /S /GoToR >> endobj 517 0 obj << /Parent 446 0 R /A 518 0 R /Next 449 0 R /Prev 519 0 R /Title (6.6.4 Limitations) >> endobj 518 0 obj << /D [ 9 /FitH 999 ] /F 525 0 R /S /GoToR >> endobj 519 0 obj << /Parent 446 0 R /A 520 0 R /Next 517 0 R /Prev 521 0 R /Title (6.6.3 Dynamic Response) >> endobj 520 0 obj << /D [ 9 /FitH 999 ] /F 524 0 R /S /GoToR >> endobj 521 0 obj << /Parent 446 0 R /A 522 0 R /Next 519 0 R /Prev 447 0 R /Title (6.6.2 Test Conditions) >> endobj 522 0 obj << /D [ 9 /FitH 999 ] /F 523 0 R /S /GoToR >> endobj 523 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 524 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 525 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 526 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 527 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 528 0 obj << /D [ 9 /FitH 999 ] /F 529 0 R /S /GoToR >> endobj 529 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 530 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 531 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 532 0 obj << /Parent 192 0 R /A 544 0 R /Next 538 0 R /Title (6.1.1 Scope) >> endobj 533 0 obj << /D [ 0 /FitH 899 ] /F 543 0 R /S /GoToR >> endobj 534 0 obj << /Parent 192 0 R /A 535 0 R /Prev 536 0 R /Title (6.1.4 Minimum Design Wind Loading) >> endobj 535 0 obj << /D [ 0 /FitH 630 ] /F 542 0 R /S /GoToR >> endobj 536 0 obj << /Parent 192 0 R /A 537 0 R /Next 534 0 R /Prev 538 0 R /Title (6.1.3 Wind Pressures Acting on Opposite Faces of Each Building Surface) >> endobj 537 0 obj << /D [ 0 /FitH 675 ] /F 541 0 R /S /GoToR >> endobj 538 0 obj << /Parent 192 0 R /A 539 0 R /Next 536 0 R /Prev 532 0 R /Title (6.1.2 Allowed Procedures) >> endobj 539 0 obj << /D [ 0 /FitH 899 ] /F 540 0 R /S /GoToR >> endobj 540 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 541 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 542 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 543 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 544 0 obj << /D [ 0 /FitH 899 ] /F 545 0 R /S /GoToR >> endobj 545 0 obj << /F (ASCE003c06_p21-80.pdf) /Type /FileSpec >> endobj 546 0 obj << /D [ 2 /FitH 732 ] /F 628 0 R /S /GoToR >> endobj 547 0 obj << /Parent 187 0 R /A 548 0 R /Next 190 0 R /Prev 549 0 R /Title (7.11 Ponding Instability) >> endobj 548 0 obj << /D [ 2 /FitH 732 ] /F 627 0 R /S /GoToR >> endobj 549 0 obj << /Parent 187 0 R /A 550 0 R /Next 547 0 R /Prev 551 0 R /Title (7.10 Rain-on-Snow Surcharge Load) >> endobj 550 0 obj << /D [ 2 /FitH 732 ] /F 626 0 R /S /GoToR >> endobj 551 0 obj << /Parent 187 0 R /A 552 0 R /Next 549 0 R /Prev 553 0 R /Title (7.9 Sliding Snow) >> endobj 552 0 obj << /D [ 2 /FitH 926 ] /F 625 0 R /S /GoToR >> endobj 553 0 obj << /Parent 187 0 R /A 554 0 R /Next 551 0 R /Prev 555 0 R /Title (7.8 Roof Projections) >> endobj 554 0 obj << /D [ 2 /FitH 630 ] /F 624 0 R /S /GoToR >> endobj 555 0 obj << /First 556 0 R /Parent 187 0 R /A 557 0 R /Next 553 0 R /Count -2 /Last 558 0 R /Prev 559 0 R /Title (7.7 Drifts on Lower Roofs \(Aerodynamic Shade\)) >> endobj 556 0 obj << /Parent 555 0 R /A 622 0 R /Next 558 0 R /Title (7.7.1 Lower Roof of a Structure) >> endobj 557 0 obj << /D [ 1 /FitH 630 ] /F 621 0 R /S /GoToR >> endobj 558 0 obj << /Parent 555 0 R /A 619 0 R /Prev 556 0 R /Title (7.7.2 Adjacent Structures and Terrain Features) >> endobj 559 0 obj << /First 560 0 R /Parent 187 0 R /A 561 0 R /Next 555 0 R /Count -4 /Last 562 0 R /Prev 563 0 R /Title (7.6 Unbalanced Roof Snow Loads) >> endobj 560 0 obj << /Parent 559 0 R /A 617 0 R /Next 611 0 R /Title (7.6.1 Unbalanced Snow Loads for Hip and Gable Roofs) >> endobj 561 0 obj << /D [ 1 /FitH 967 ] /F 616 0 R /S /GoToR >> endobj 562 0 obj << /Parent 559 0 R /A 608 0 R /Prev 609 0 R /Title (7.6.4 Unbalanced Snow Loads for Dome Roofs) >> endobj 563 0 obj << /First 564 0 R /Parent 187 0 R /A 565 0 R /Next 559 0 R /Count -2 /Last 566 0 R /Prev 567 0 R /Title (7.5 Partial Loading) >> endobj 564 0 obj << /Parent 563 0 R /A 606 0 R /Next 566 0 R /Title (7.5.1 Continuous Beam Systems) >> endobj 565 0 obj << /D [ 1 /FitH 630 ] /F 605 0 R /S /GoToR >> endobj 566 0 obj << /Parent 563 0 R /A 603 0 R /Prev 564 0 R /Title (7.5.2 Other Structural Systems) >> endobj 567 0 obj << /First 568 0 R /Parent 187 0 R /A 569 0 R /Next 563 0 R /Count -5 /Last 570 0 R /Prev 571 0 R /Title (7.4 Sloped Roof Snow Loads, ps) >> endobj 568 0 obj << /Parent 567 0 R /A 601 0 R /Next 594 0 R /Title (7.4.1 Warm Roof Slope Factor, Cs) >> endobj 569 0 obj << /D [ 0 /FitH 630 ] /F 600 0 R /S /GoToR >> endobj 570 0 obj << /Parent 567 0 R /A 589 0 R /Prev 590 0 R /Title (7.4.5 Ice Dams and Icicles Along Eaves) >> endobj 571 0 obj << /First 572 0 R /Parent 187 0 R /A 573 0 R /Next 567 0 R /Count -4 /Last 574 0 R /Prev 575 0 R /Title (7.3 Flat Roof Snow Loads, p f) >> endobj 572 0 obj << /Parent 571 0 R /A 587 0 R /Next 581 0 R /Title (7.3.1 Exposure Factor, Ce.)

Where Can I Buy Ice Cream Containers, Betty Crocker White Cake Mix Recipes, Manyata Dutt Past, Nukeproof Mega 290 For Sale, Hanger Steak Substitute, Bloom Gin Jasmine And Rose, Private Investigator Academy, Besabriyaan Lyrics In English, Which Is More Accurate Mirror Or Camera, Biodata Meaning In Malayalam, Wilton Icing Mix, Best Frequency For Fm Transmitter, Country Road Lyrics Japanese, Spicy Chicken Yakisoba, Fidelity Total Bond Fund Etf, How To Make Fennel Tea, Tamar, Daughter Of Absalom, Architecture Of Montreal, Non Alcoholic Rum And Coke, Rum Extract Without Alcohol, Code Black Season 3 Dvd, Tom Ford Foundation, Benefit Happy Flawless Brightening Foundation, 7-11 French Vanilla Cappuccino Mix, Sassoon Haircuts 1960s, Barclays Bank Plc New York, Stir Fry Chicken ~ Chinese Recipe, Happy Birthday Have A Blast Tamil Meaning, Furniture Store On Kennedy Road, 10-day Belly Slimdown Ebook, Tamil Nadu Outline Map With Names, Who Can Go Inside The Kaaba, National Health Service Corps, Best Turkish Cookbook, Best Female Characters On Tv, Flutter Meaning In Urdu And Sentences, Role Of Commerce In Development Of A Country, Can A Policeman Lost His Pension, Varieties Of Lettuce, Distributed Operating System Tutorial, Pineapple Cake Hebbars Kitchen,