Superlong Cable-Stayed Bridgesby Man-Chung Tang, Columbia Univ, New York City, United States,
Document Type: Proceeding Paper
Part of: Structural Engineering in Natural Hazards Mitigation
Abstract: Superlong cable-stayed bridge span is defined as one over 1000 meters. Problems requiring special attention regarding these bridges are discussed, namely: excessive cable sag; high axial compressive force in girder and in tower; torsional rigidity; lateral rigidity; aerodynamic stability, and difficulties in construction.
Subject Headings: Cable stayed bridges | Cables | Girder bridges | Infrastructure construction | Cantilever bridges | Bridge towers | Rigidity | Construction materials
Services: Buy this book/Buy this article
Return to search