{"id":78644,"date":"2024-10-17T18:24:05","date_gmt":"2024-10-17T18:24:05","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784408537-2007\/"},"modified":"2024-10-24T19:37:38","modified_gmt":"2024-10-24T19:37:38","slug":"asce-9780784408537-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784408537-2007\/","title":{"rendered":"ASCE 9780784408537 2007"},"content":{"rendered":"
This collection contains 50 papers presented at the 4th Forensic Engineering Congress, held in Cleveland, Ohio, October 6-9, 2006.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Forensic Engineering Practice (Practitioner Track) Validity and Reliability of Forensic Engineering Methods and Processes <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Learning from the Past Experiences of Practicing Engineers <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Benchmarking Forensic Engineering Practice\u2014A Philosophical Discussion <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Hurricanes, Earthquakes, and Natural Hazards I Returning Buildings Damaged by Hurricanes or Earthquakes to Pre-Damage Condition <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Lessons Learned from Hurricane Katrina <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | Strategies for Damage Assessments and Emergency Response <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Residential Investigations (Practitioner Track) Investigation into Brick Masonry and Concrete Foundation Wall Distress of a Single-Family Residence <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Forensic Investigation of a Patio Failure <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | The Leaking Basement Epidemic\u2014Causes, Cures and Consequences <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | Structures I John Hancock Center Scaffold Collapse <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | Nonlinear Static Analysis of Reinforced Concrete Residential Structure with Non-Fixed Connections <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | Case Study of Stone Veneer Failure <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | Geotechnical and Geo-Environmental Risk Assessment and Treatment in Slope Stability Forensic Engineering <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | An Invisible Menace\u2014The Impact of Pyrite Induced Expansive Forces on Long-Term Building Failure: A Case Study <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | Restoration of Distressed Secondary Monitoring System at a Hazardous Waste Landfill <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | Hurricanes, Earthquakes, and Natural Hazards II Investigation of Damage to a Masonry Condominium Building from the 1994 Northridge Earthquake <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | Guidelines for Determination of Wind versus Water Causation of Hurricane Damage <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | South Clear Well Roof Collapse: Hydraulic Uplift or Excessive Construction Loading? <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | Colorado Historic Bridge Field Testing Prowers Bridge Study: Experimental and Analytical Techniques of Wind Loading Analysis at an Historic Truss Bridge <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | Analysis and Testing of the Historic Blue River Bridge Subjected to Wind <\/td>\n<\/tr>\n | ||||||
269<\/td>\n | Wind Load Analysis of a Truss Bridge at Rifle Colorado <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | Analysis and Verification Testing of the Historic San Miguel Bridge <\/td>\n<\/tr>\n | ||||||
299<\/td>\n | Performance of Transportation Facilities Forensic Investigation of Sections 390103,390108,390109, and 390110 of the Ohio SHRP US 23 Test Pavement <\/td>\n<\/tr>\n | ||||||
315<\/td>\n | Repair of Harbor Facilities <\/td>\n<\/tr>\n | ||||||
324<\/td>\n | Blast Capacity and Protection of AASHTO Girder Bridges <\/td>\n<\/tr>\n | ||||||
340<\/td>\n | Historical Cases and Education Environmental Tragedy of Love Canal <\/td>\n<\/tr>\n | ||||||
352<\/td>\n | The Darlington Building Collapse: Modern Engineering and Obsolete Systems <\/td>\n<\/tr>\n | ||||||
366<\/td>\n | Learning from Failure: Teaching a Course on Building Performance and Forensic Techniques <\/td>\n<\/tr>\n | ||||||
377<\/td>\n | Vibrations Vibrations of Cable-Stayed Bridges <\/td>\n<\/tr>\n | ||||||
387<\/td>\n | Human Induced Vibration Monitoring of a College Football Stadium <\/td>\n<\/tr>\n | ||||||
397<\/td>\n | Forensic Engineering of Intolerable Structural Vibrations and Damage from Construction and Industrial Dynamic Sources <\/td>\n<\/tr>\n | ||||||
412<\/td>\n | 90 Feet\u2014The Difference an Avenue Makes: Protection of Existing Historic Structures during Adjacent Construction <\/td>\n<\/tr>\n | ||||||
427<\/td>\n | Structures II Roof Collapse\u2014A Forensic Analysis Years After <\/td>\n<\/tr>\n | ||||||
436<\/td>\n | The Kinzua Decoded: The Forensic Investigation of the July 21, 2003 Collapse <\/td>\n<\/tr>\n | ||||||
451<\/td>\n | Wrigley Field: Forensic Investigation and Structural Analysis of the Friendly Confines <\/td>\n<\/tr>\n | ||||||
465<\/td>\n | A Case Study of Granite Cladding Distress <\/td>\n<\/tr>\n | ||||||
480<\/td>\n | Structures III Lateral Strength Evaluation of Existing Oriented Strandboard Wall Sheathing <\/td>\n<\/tr>\n | ||||||
489<\/td>\n | Performance of a Design-Build Project <\/td>\n<\/tr>\n | ||||||
502<\/td>\n | Confidence in Expert Opinion: A Structural Engineering View <\/td>\n<\/tr>\n | ||||||
509<\/td>\n | Bolt Failure at Gable Roof of 42-Story Building <\/td>\n<\/tr>\n | ||||||
515<\/td>\n | Nondestructive Evaluation and Repair Strengthening of Fire Damaged Concrete Joists at a High School <\/td>\n<\/tr>\n | ||||||
529<\/td>\n | Evaluation of Preserved Materials Reveals Cause of Column Collapse <\/td>\n<\/tr>\n | ||||||
544<\/td>\n | Structural Evaluation and Repair of Internally Damaged Concrete <\/td>\n<\/tr>\n | ||||||
555<\/td>\n | Kyoto Protocol Application in Italy: A Renewed Role of IRT for Testing Buildings <\/td>\n<\/tr>\n | ||||||
570<\/td>\n | Forensics and Design Practices The Impact of Market Demands on Residential Post-Tensioned Foundation Design: An Ethical Dilemma <\/td>\n<\/tr>\n | ||||||
582<\/td>\n | An Update on Problems Associated with Metal-Plate-Connected Wood-Roof Trusses <\/td>\n<\/tr>\n | ||||||
592<\/td>\n | Roof Collapse: Forensic Uplift Failure Analysis <\/td>\n<\/tr>\n | ||||||
604<\/td>\n | Tunnels and Culverts Claims and Forensic Engineering in Tunneling <\/td>\n<\/tr>\n | ||||||
618<\/td>\n | Investigation and Repairs to Damaged Duck Creek Culvert <\/td>\n<\/tr>\n | ||||||
633<\/td>\n | Field Comparison of NDE Methods for Tunnel Condition Assessment <\/td>\n<\/tr>\n | ||||||
654<\/td>\n | Indexes Subject Index A B C D E F G H I J L M <\/td>\n<\/tr>\n | ||||||
655<\/td>\n | N O P R S T V W <\/td>\n<\/tr>\n | ||||||
656<\/td>\n | Author Index A B C D E F G H I J K L M N <\/td>\n<\/tr>\n | ||||||
657<\/td>\n | O P R S T V W Y Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Forensic Engineering (2006)<\/b><\/p>\n |