Experimental and numerical analysis on the limited ductility of H-shaped concrete cable-stayed bridge tower

Chuan Tonga State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China;b Architectural Design and Research Institute, Tongji University, Shanghai, ChinaView further author information

Yan Xua State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, ChinaCorrespondence[email protected]
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Experimental and numerical analysis on the limited ductility of H-shaped concrete cable-stayed bridge tower

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Experimental and numerical analysis on the limited ductility of H-shaped concrete cable-stayed bridge tower

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