{"id":78784,"date":"2024-10-17T18:25:27","date_gmt":"2024-10-17T18:25:27","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410776-2010\/"},"modified":"2024-10-24T19:38:07","modified_gmt":"2024-10-24T19:38:07","slug":"asce-9780784410776-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410776-2010\/","title":{"rendered":"ASCE 9780784410776 2010"},"content":{"rendered":"
This collection contains 45 papers presented at the 2009 Electrical Transmission and Substation Structures Conference, held in Fort Worth, Texas, November 8-12, 2009.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Loading I Are Wood Poles Getting Weaker? <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | The Chaotic Confusion Surrounding \u201cWood Equivalent\u201d\u009d Non-Wood Poles <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Estimation of Containment Loads on a 230kV Steel Transmission Line Using Finite Element Model <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Common Sag and Tension Errors: It\u2019s Time for Template Technology to be Put in the Drawer Forever <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | Analysis and Design I Laboratory and Field Testing of Steel Davit Arm Fatigue Failures on Concrete Poles <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | Lessons Learned from Design and Test of Latticed Steel Transmission Towers <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | Lessons Learned on Mega Projects <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 345 kV High Ampacity OH\/UG Project <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | Foundations Integration of Optimum, High Voltage Transmission Line Foundations <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | Geotechnical Investigations for a Transmission Line Are More Than Drilled Borings <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | Transmission Pole Foundations: Alternate Design Methods for Direct-Embedded Round, Wood Transmission Poles <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | Assessment and Repair of Steel Tower and Steel Pole Foundations <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | Substation Design Substation Bus Design: Current Methods Compared with Field Results <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | 3D Automated Design of Substations <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | Seismic Design of Substation Structures <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | Analytical Techniques to Reduce Magnetic Force from High Fault Current on Rigid Bus <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | Loading II Wind Loading: Uncertainties and Honesty Suggest Simplification <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | Review of Span and Gust Factors for Transmission Line Design <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | Wind Load Methodologies for Transmission Line Towers and Conductors <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | The Effects of Ice Shedding on a 500 kV Line <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | Analysis and Design II Fact or Fiction\u2014Weathering Steel Can Provide Effective Corrosion Protection to Steel Structures <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | Large Catenary Structures for High Voltage Transmission Lines <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | Aesthetic Mitigation\u2014The Challenge Confronting Future Expansion of Transmission Lines <\/td>\n<\/tr>\n | ||||||
291<\/td>\n | Alabama Power Increases Line Capacity Using 3M ACCR Conductor (On Existing Towers) <\/td>\n<\/tr>\n | ||||||
301<\/td>\n | Case Studies\u2014Foundations Golden Pass LNG 230kV Double Circuit: Foundations <\/td>\n<\/tr>\n | ||||||
312<\/td>\n | Deepwater Transmission Line Foundations Meet Trophy Bass Lake Environment <\/td>\n<\/tr>\n | ||||||
320<\/td>\n | 230kV Lattice Tower Replacement: An Example of Design Loading Not Addressed in the NESC <\/td>\n<\/tr>\n | ||||||
331<\/td>\n | Design and Construction Challenges of Overhead Transmission Line Foundations (NU\u2019s Middletown Norwalk Project) <\/td>\n<\/tr>\n | ||||||
341<\/td>\n | Case Studies\u2014Construction Challenges Transmission Line Construction in Sub-Arctic Alaska Case Study: \u201cGolden Valley Electric Association\u2019s 230kV Northern Intertie\u201d\u009d <\/td>\n<\/tr>\n | ||||||
354<\/td>\n | The 2008 Iowa Floods: Structural Challenges and Solutions <\/td>\n<\/tr>\n | ||||||
366<\/td>\n | Transmission Line at St. Andrew Bay <\/td>\n<\/tr>\n | ||||||
379<\/td>\n | Construction Challenges of Extra High Voltage Transmission Lines: Building in the Most Difficult Terrain in the World <\/td>\n<\/tr>\n | ||||||
391<\/td>\n | Applied Technologies Vegetation Management Through LiDAR Derived CADD Models: Compliance with NERC Reliability Standard FAC-003-1 <\/td>\n<\/tr>\n | ||||||
403<\/td>\n | Sequential Mechanical Testing of Conductor Designs <\/td>\n<\/tr>\n | ||||||
415<\/td>\n | H2S Entrapment and Corrosion on Direct Embedded Galvanized Steel Transmission Poles <\/td>\n<\/tr>\n | ||||||
426<\/td>\n | Line Rating: It\u2019s All about the Temperature! <\/td>\n<\/tr>\n | ||||||
435<\/td>\n | Posters Dynamic Wind Analyses of Transmission Line Structures <\/td>\n<\/tr>\n | ||||||
447<\/td>\n | Temporary Support of Lattice Steel Transmission Towers <\/td>\n<\/tr>\n | ||||||
455<\/td>\n | Power Restoration Solution after Major Cyclone: \u201cGonu\u201d\u009d Hit Oman in June 2007 <\/td>\n<\/tr>\n | ||||||
465<\/td>\n | Analysis Challenges in the Evaluation of Existing Aluminum Towers <\/td>\n<\/tr>\n | ||||||
474<\/td>\n | Electrical and Mechanical Considerations in 765kV (Insulator) Hardware Assembly Design <\/td>\n<\/tr>\n | ||||||
485<\/td>\n | Strength of Steel Angles Subjected to Short Duration Axial Loads <\/td>\n<\/tr>\n | ||||||
491<\/td>\n | Residual Capacity in Compression of Corroded Steel Angle Members <\/td>\n<\/tr>\n | ||||||
504<\/td>\n | Steel Structure Surface Preparation for Below Grade Coatings <\/td>\n<\/tr>\n | ||||||
511<\/td>\n | Impact of Alternative Galloping Criteria on Transmission Line Design <\/td>\n<\/tr>\n | ||||||
523<\/td>\n | Author Index A B <\/td>\n<\/tr>\n | ||||||
524<\/td>\n | C D <\/td>\n<\/tr>\n | ||||||
525<\/td>\n | F G <\/td>\n<\/tr>\n | ||||||
526<\/td>\n | H J K <\/td>\n<\/tr>\n | ||||||
527<\/td>\n | L <\/td>\n<\/tr>\n | ||||||
528<\/td>\n | M N O <\/td>\n<\/tr>\n | ||||||
529<\/td>\n | P R <\/td>\n<\/tr>\n | ||||||
530<\/td>\n | S T V <\/td>\n<\/tr>\n | ||||||
531<\/td>\n | W Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Electrical Transmission and Substation Structures 2009<\/b><\/p>\n |