{"id":129599,"date":"2024-10-19T06:33:50","date_gmt":"2024-10-19T06:33:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-electricaltransmissionandsubstationstructures2012-2012\/"},"modified":"2024-10-24T23:36:04","modified_gmt":"2024-10-24T23:36:04","slug":"asce-electricaltransmissionandsubstationstructures2012-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-electricaltransmissionandsubstationstructures2012-2012\/","title":{"rendered":"ASCE ElectricalTransmissionandSubstationStructures2012 2012"},"content":{"rendered":"
This collection contains 35 papers presented at the 2012 Electrical Transmission and Substation Structures Conference, held in Columbus, Ohio, November 4-8, 2012.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Extreme Events Systematic Plan for Re-Constructing the TVA Transmission System: April 27, 2011 <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | April’s Fury: Alabama Power’s Transmission Organization Battles Historic Losses after April 27th Storms <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 500 kV Broadford-Sullivan Storm Restoration <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Vulnerability of Lattice Towers to Blast Induced Damage Scenarios <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | Line Design But It’s Just a Distribution Line! <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | What a Transmission Line Design Engineer Needs to Know about HVDC <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | Curbing It at the Source: Tehachapi Renewable Transmission Project\u2014Segments 4-11 <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | Transmission Line Rating, Re-Rating, and Upgrading, a Utility Perspective: Experiences at Public Service Company of New Mexico (PNM) <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Structure Design Development and Validation of “Forged Rings” for Base Plate Material Use <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | A Comparison of Tubular Steel Pole Fabrication Technologies\u2014Roll Formed vs. Press Broken Shapes <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | V-String Swing Angle Derivation, Design Considerations, and Structure Design Impacts <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | Substation Design Mitigation and Monitoring of Structural Distress in the Whitely Electrical Substation Due to Mine Subsidence <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | Static Analysis of a Substation Rigid Bus Using the Finite Element Program <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | Substation Expansion on a Challenging Site\u2014Case Study <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | Structure Loading The Effect of Broken Wire Loads on EHV Transmission Structure Design <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | Risk Assessment of a Transmission System under Earthquake Loading <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | Behaviour of Guyed Transmission Line Structures under Tornado Wind Loads\u2014Case Studies <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Limiting the Effects of Longitudinal Loads on Small Angle Lattice Transmission Towers <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | Foundations ETT\/CREZ Direct Embedded Pole Foundation Load Tests <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | Pipe Pile Foundations with Grouted Inner Steel Pipe for a Transmission Line in an Environmentally Sensitive Area of Southeastern Virginia <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | Unique Solution for 230kV Transmission Tower Grillage Foundation Corrosion <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | Design and Analysis Effect of the Dynamic Soil-Structure Interaction on Rigid Transmission Line Towers Subjected to Wind and Impulse Loads <\/td>\n<\/tr>\n | ||||||
272<\/td>\n | Aeolian Vibration of Conductors: Theory, Laboratory Simulation, and Field Measurement <\/td>\n<\/tr>\n | ||||||
285<\/td>\n | Transmission Towers with Cruciform Legs <\/td>\n<\/tr>\n | ||||||
298<\/td>\n | Full Scale Testing Tower Testing\u2014Why Bother? <\/td>\n<\/tr>\n | ||||||
313<\/td>\n | Load Tests of Transmission Line Structures and Structural Components <\/td>\n<\/tr>\n | ||||||
323<\/td>\n | Historical Perspective of Full-Scale Latticed Steel Transmission Tower Testing <\/td>\n<\/tr>\n | ||||||
333<\/td>\n | Construction Challenges Building “Constructability” into the Design <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | Avian Impact on Overhead Transmission Line Construction <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | Construction Challenges on Trans-Allegheny Interstate Line (TrAIL) Project <\/td>\n<\/tr>\n | ||||||
373<\/td>\n | Executing Energized Re-Conductoring of Transmission Line Projects <\/td>\n<\/tr>\n | ||||||
384<\/td>\n | Case Studies 500 kV Lattice Tower Development for Energy Gateway <\/td>\n<\/tr>\n | ||||||
396<\/td>\n | Case Study: 220 kV Y-Frames for Southern California Edison <\/td>\n<\/tr>\n | ||||||
411<\/td>\n | Brazilian Transmission System: A Race for the Future <\/td>\n<\/tr>\n | ||||||
426<\/td>\n | Poster Display Design Guidelines for Steel Pole Drilled Pier Foundations <\/td>\n<\/tr>\n | ||||||
437<\/td>\n | Applying the 2010 ASCE 7 Wind and Ice Requirements to Transmission Line Design <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Electrical Transmission and Substation Structures 2012 – Solutions to Building the Grid of Tomorrow<\/b><\/p>\n |