{"id":78969,"date":"2024-10-17T18:27:39","date_gmt":"2024-10-17T18:27:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784408506-2007\/"},"modified":"2024-10-24T19:38:41","modified_gmt":"2024-10-24T19:38:41","slug":"asce-9780784408506-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784408506-2007\/","title":{"rendered":"ASCE 9780784408506 2007"},"content":{"rendered":"
Melchers and Hough provide an overview of cutting-edge developments in computational theory and techniques as currently applied in various fields of structural analysis, in the United States and around the world.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Acknowledgments <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Contributors <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 1 Structural Modeling: An Overview 1.1 Complexity in Structures <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 1.2 Historical Understanding of Structural Behavior <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 1.3 The Dominance of Elastic Structural Analysis <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 1.4 Structural System Modeling: Materials, Connectivities, Boundary Conditions <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 1.5 Loading <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 1.6 Safety <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 1.7 Conclusion References <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 2 High-Rise Buildings 2.1 Analysis Methods <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 2.2 Appropriate Stability Systems for Tall Buildings <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 2.3 Types of Analysis <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 2.4 General Modeling Techniques <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 2.5 Case Study 1: Concrete Core Analysis <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 2.6 Case Study 2: External Tubes <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 2.7 A Systematic Optimization Method for High-Rise Buildings <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 2.8 Optimal Design Problem Formulation <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 2.9 Optimization Technique <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 2.10 Optimization Case Studies <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | 2.11 Conclusion Acknowledgments <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 3 Lightweight Longspan Roofs 3.1 Roof Types 3.2 Compression Roofs <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 3.3 Tension Roofs <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | 3.4 Conclusion Acknowledgments References <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 4 Bridge Assessment 4.1 Challenges in Bridge Engineering <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | 4.2 Structural Analysis <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | 4.3 Generalized Analysis Method for Yield-Line Analysis <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | 4.4 Other Features of the Generalized Yield-Line Analysis Method <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | 4.5 Limitations on the Analysis Method <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | 4.6 Validation of the COBRAS Yield-Line Analysis Program <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | 4.7 Results from the Cambridge Model Tests <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | 4.8 Conclusion Acknowledgments <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 5 Geotechnical Structures 5.1 Behavior of Geotechnical Materials <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | 5.2 Soil Properties <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | 5.3 Geotechnical Structures <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | 5.4 Soil Structure Interaction <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | 5.5 Seismic Loading <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | 5.6 Conclusion <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | 6 Aging Nuclear Structures 6.1 Aging and Nuclear Structures <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | 6.2 Containment Structures <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | 6.3 Potential Degradation Factors <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | 6.4 Time-Dependent Reliability Analysis <\/td>\n<\/tr>\n | ||||||
183<\/td>\n | 6.5 Commentary on Structural Reliability Methods and Perspectives on Risk <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | 7 Offshore Structures 7.1 Analysis of Offshore Structures <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | 7.2 Characteristic Features <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | 7.3 Limit State Requirements <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | 7.4 Sea Loads and Load Effects <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | 7.5 Structural Design Analysis of Space-Frame Structures <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | 7.6 Structural Analysis of Plate and Shell Structures <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | 7.7 Analysis of Accidental Load Effects <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | 7.8 Requalification of Offshore Structures <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | 7.9 Conclusion References <\/td>\n<\/tr>\n | ||||||
244<\/td>\n | 8 Automotive Structures 8.1 Automobiles as Structures 8.2 Structural Performance of the Automobile Body <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | 8.3 History <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | 8.4 The Role of Analysis in the Automotive Design Process <\/td>\n<\/tr>\n | ||||||
247<\/td>\n | 8.5 Stiffness Analysis <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | 8.6 Impact Analysis <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | 8.7 Conclusion <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | 9 Composite Aircraft Structures 9.1 Introduction <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | 9.2 The Design Environment <\/td>\n<\/tr>\n | ||||||
272<\/td>\n | 9.3 Finite Element Analysis <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | 9.4 Design and Analysis of Composite Structures <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | 9.5 Laminate Design <\/td>\n<\/tr>\n | ||||||
277<\/td>\n | 9.6 Load Paths and Load Flow Trajectories for Fiber Placement <\/td>\n<\/tr>\n | ||||||
279<\/td>\n | 9.7 Aileron Analysis and Design: Case Study 1 <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | 9.8 Panel with Opening: Case Study 2 <\/td>\n<\/tr>\n | ||||||
292<\/td>\n | 9.9 Conclusion Acknowledgments References <\/td>\n<\/tr>\n | ||||||
294<\/td>\n | 10 Ship Structures 10.1 Analysis of Ship Structures 10.2 Nature and Structural Characteristics of Merchant Ships <\/td>\n<\/tr>\n | ||||||
298<\/td>\n | 10.3 Ship Structural Actions <\/td>\n<\/tr>\n | ||||||
300<\/td>\n | 10.4 Ship Structural Action Effect Analysis <\/td>\n<\/tr>\n | ||||||
314<\/td>\n | 10.5 Simplified Nonlinear Finite Element Analysis of Ship Structures <\/td>\n<\/tr>\n | ||||||
329<\/td>\n | 10.6 Conclusion <\/td>\n<\/tr>\n | ||||||
330<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | 11 Complex Structural Analysis and Structural Reliability 11.1 Safety of Structures <\/td>\n<\/tr>\n | ||||||
333<\/td>\n | 11.2 Safety Rules for Structural Design <\/td>\n<\/tr>\n | ||||||
335<\/td>\n | 11.3 Structural Safety Assessment and Decision <\/td>\n<\/tr>\n | ||||||
337<\/td>\n | 11.4 Principles of Structural Reliability Analysis <\/td>\n<\/tr>\n | ||||||
343<\/td>\n | 11.5 Simplified Structural Safety Analysis <\/td>\n<\/tr>\n | ||||||
350<\/td>\n | 11.6 Complex Structures and Reliability Analysis <\/td>\n<\/tr>\n | ||||||
355<\/td>\n | 11.7 Practical Implications <\/td>\n<\/tr>\n | ||||||
356<\/td>\n | 11.8 Conclusion <\/td>\n<\/tr>\n | ||||||
357<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
360<\/td>\n | 12 Concluding Reflections <\/td>\n<\/tr>\n | ||||||
364<\/td>\n | Index A <\/td>\n<\/tr>\n | ||||||
367<\/td>\n | B <\/td>\n<\/tr>\n | ||||||
368<\/td>\n | C D E <\/td>\n<\/tr>\n | ||||||
369<\/td>\n | F G <\/td>\n<\/tr>\n | ||||||
370<\/td>\n | H <\/td>\n<\/tr>\n | ||||||
371<\/td>\n | I J K L <\/td>\n<\/tr>\n | ||||||
372<\/td>\n | M N <\/td>\n<\/tr>\n | ||||||
373<\/td>\n | O <\/td>\n<\/tr>\n | ||||||
374<\/td>\n | P Q R <\/td>\n<\/tr>\n | ||||||
375<\/td>\n | S <\/td>\n<\/tr>\n | ||||||
377<\/td>\n | T U V W <\/td>\n<\/tr>\n | ||||||
378<\/td>\n | Y <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Modeling Complex Engineering Structures<\/b><\/p>\n |