Seismic response study of a steel lattice transmission tower considering the hysteresis characteristics of bolt joint slippage
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference35 articles.
1. The effect of nonlinear behavior of bolted connections on dynamic analysis of steel transmission towers;Nezamolmolki;Int J Steel Struct,2021
2. Simplified bolted connection model for analysis of transmission line towers;Balagopal;Structures,2020
3. Direct analysis of an Ultrahigh-Voltage lattice transmission tower considering joint effects;Jiang;J Struct Eng,2017
4. Joint slip in steel electric transmission towers;Ungkurapinan;Eng Struct,2003
5. A new joint–slippage model for galvanized steel bolted joints with slippage;Li;Structures,2021
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