书籍 Structural concepts and systems for architects and engineers的封面

Structural concepts and systems for architects and engineersPDF电子书下载

T. Y. Lin Sidney D. Stotesbury

购买点数

17

出版社

Van Nostrand Reinhold Co

出版时间

1988

ISBN

0442259034

标注页数

590 页

PDF页数

519 页

标签

图书目录

1 Introduction: Structure in Design of Architecture 3

SECTION 1 Overall Thinking 3

SECTION 2 The Architectural Design Process 6

SECTION 3 An Overall Approach to Structural Education 11

SECTION 4 Structure and Other Subsystems 13

SECTION 5 Summary 18

2 Schematic Building Forms as Total Structural Systems 21

SECTION 1 The Assumption of Integrity 21

SECTION 2 Estimating Overall Forces on Building Forms 27

SECTION 3 Aspect Ratios and Overturn Resistance 32

SECTION 4 Strength and Stiffness of Buildings 38

SECTION 5 Symmetry and Asymmetry in Building Forms 49

3 Overall Integrity and Major Subsystem Interaction 53

SECTION 1 The Hierarchy of Structural Action in Building Forms 53

SECTION 2 Building Forms Conceived as Solid Structures 57

SECTION 3 Building Forms Conceived as Space-Structures 71

SECTION 4 Space-Structures of Columns and Frames 80

4 Schematic Analysis of Buildings as Total Structural Systems 99

SECTION 1 Space-Organizing Components as Major Structural Subsystems 99

SECTION 2 Overall Versus Local Issues of Total-System Analysis 101

SECTION 3 A Single-Story Open-Space Building Example 4-1 111

SECTION 4 A Two-Story Parking Garage Example 4-2 116

SECTION 5 A 12-Story Office Building Example 4-3 120

SECTION 6 A 15-Story Apartment Mega-Structure Example 4-4 124

5 Structural Loads and Responses 129

SECTION 1 Introduction 129

SECTION 2 Dead Loads 130

SECTION 3 Live Loads 134

SECTION 4 Wind Loads 139

SECTION 5 Earthquake Loads 143

SECTION 6 Internal and External Movements in Structures 148

SECTION 7 Response of Structures 149

SECTION 8 Building Codes, Structural Behavior and Strength 152

6 Overall Design of Horizontal Subsystems 157

SECTION 1 Introduction 157

SECTION 2 Overall Structural Behavior of Horizontal Subsystems 158

SECTION 3 Flat-Plate Subsystems 171

Example 6-1: Prestressed Concrete Flat Slab 172

SECTION 4 Slab-and-Beam Subsystems 176

Example 6-2A 180

Example 6-2B 181

SECTION 5 Joist and Girder Subsystems 183

Example 6-3 189

SECTION 6 Waffle Subsystems 191

Example 6-4: Waflle System 194

SECTION 7 Space Truss Systems 196

Example 6-5: Steel Space Truss System 199

7 Vertical Subsystems 203

SECTION 1 Introduction 203

SECTION 2 Wall Subsystems 205

Example 7-1: Design of a Shear Wall 212

Example 7-2: Design of a Trussed Shear Wall 214

SECTION 3 Shafts 215

Example 7-3: Design of a Tube Subsystem 218

SECTION 4 Rigid-Frame Subsystems Under Vertical Loads 221

SECTION 5 Rigid-Frame Subsystems Under Horizontal Loads 223

Portal Method 224

Cantilever Method 229

Example 7-4: Rigid Frame Analysis 230

SECTION 6 Approximate Lateral Deflections of Vertical Elements 232

Example 7-5: Transverse Deflection 236

8 Horizontal Linear Components 243

SECTION 1 Sectional Shapes and Proportions of Components 243

SECTION 2 Moment Diagrams 248

SECTION 3 Internal Resisting Couple 257

SECTION 4 Designing with Allowable and Ultimate Stresses 267

SECTION 5 Deflections 268

SECTION 6 Prestressing and Load Balanced PC Design 272

Example 8-1 275

Example 8-2 279

Example 8-3 280

SECTION 7 Horizontal Shear Flow in Beams 281

SECTION 8 Design Examples 283

Example 8-4 284

Example 8-5 286

Example 8-6 288

Conclusion 292

SECTION 9 Connections for Horizontal Components 292

SECTION 10 Trusses 299

9 Vertical Linear Components 307

SECTION 1 Ties, Hangers, and Tension Members 307

SECTION 2 Short Columns—Axially Loaded 310

Example 9-1: Column Design 313

SECTION 3 Long Columns 314

Example 9-2: Design of Slender Steel Columns 322

SECTION 4 Columns Under Bending—Steel 322

Example 9-3: Design of Steel Columns Under Bending 324

SECTION 5 Columns Under Bending—Concrete 326

Example 9-4: Design of Concrete Columns Under Bending 327

Example 9-5: Design of Concrete Columns with Large Moments 328

SECTION 6 Examples for Seismic Design of Columns 329

Example 9-6: Concrete Column 329

Example 9-7: Steel Column 331

10 High-Rise Buildings 335

SECTION 1 Introduction 335

SECTION 2 Shear-Wall Systems 339

Example 10-1 342

SECTION 3 Rigid-Frame Systems 344

Example 10-2: Design of Rigid-Frame Building 345

SECTION 4 Tubular Systems 346

Example 10-3: Design of a Round Tube Building 350

Example 10-4: Sears-Roebuck Building, Chicago 354

SECTION 5 Special Systems 355

SECTION 6 Floor Systems 365

SECTION 7 Deflections, Vibrations, and Strength 369

SECTION 8 Weight of Structural Materia!s 373

11 Arch, Suspension, and Shell Systems 377

SECTION 1 Introduction 377

SECTION 2 Arch Systems 378

Example 11-1: Design of an Arch 384

SECTION 3 Suspension Systems 385

Example 11-2: Design of a Suspension Subsystem 391

Example 11-3: Design of a Cable Stayed Roof Subsystem 391

SECTION 4 Folded-Plate and Cylindrical Shells 392

Example 11-4: Design of the Hippodromo Cantilevers 396

SECTION 5 Dome Shells 397

Example 11-5: The Jakarta Dome Ring Beam 408

SECTION 6 Dishes 409

Example 11-6: Design of a Dish 413

SECTION 7 Hyperbolic Paraboloid 414

Example 11-7: Design of an HP Roof 421

SECTION 8 Lightweight Tension Systems 424

12 Foundation Subsystems 429

SECTION 1 Introduction 429

SECTION 2 Line Footings and Mat Foundations 432

SECTION 3 Spread and Combined Column Footings 435

Example 12-1: Design of a Spread Column Footing 436

SECTION 4 Pile and Caisson Foundations 439

Example 12-2 441

SECTION 5 Retaining Walls and Coffer Dams 446

Example 12-3: Retaining Wall Design 447

13 Construction 455

SECTION 1 Introduction 455

SECTION 2 Steel Construction 456

SECTION 3 In-Place Concrete Construction 468

SECTION 4 Precast Concrete Construction 476

14 The Cost of Building Structures 487

SECTION 1 Introduction 487

SECTION 2 Percentage Estimates 489

SECTION 3 Square-Foot Estimating 491

SECTION 4 Volume-Based Estimates 493

SECTION 5 Some Generalizations about the Variables of Cost 496

SECTION 6 Economics of Long-Span Roof Systems 499

SELECTED REFERENCES 505

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