Consideration of dynamic wind effects using a modified davenport gust response factor formulation in the structural design and evaluation of self-supporting antenna towers in the Philippines

Self-supporting towers in the Philippines, with base aspect ratios typically greater than four (4), are currently being designed with dynamic wind effects neglected (rigid design), although it is required in the 2001 National Structural Code of the Philippines (NSCP-01) that a flexible-structure gus...

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