Dr. Mohammed Amer is a postdoctoral researcher in structural and civil engineering at Tianjin University, affiliated with the School of Civil Engineering. He holds a Ph.D. in Civil/Structural Engineering. His research focuses on the seismic and mechanical behavior of innovative structural systems, including concrete-filled steel tube (CFT) structures, steel plate shear walls, and prefabricated composite systems. He employs experimental, numerical, and theoretical approaches to enhance the resilience, efficiency, and sustainability of modern infrastructure. Dr. Amer’s recent work addresses topics such as buckling-restrained steel plate shear walls, recycled aggregate concrete, and prefabricated structural components, reflecting his commitment to environmentally sustainable engineering solutions. He has published numerous peer-reviewed articles in reputable journals. His expertise includes finite element analysis and structural stability, enabling him to evaluate complex structural behavior under extreme loading conditions such as earthquakes.
Dr. Mohammed Amer is a postdoctoral researcher in structural and civil engineering at Tianjin University, affiliated with the School of Civil Engineering. He holds a Ph.D. in Civil/Structural Engineering. His research focuses on the seismic and mechanical behavior of innovative structural systems, including concrete-filled steel tube (CFT) structures, steel plate shear walls, and prefabricated composite systems. He employs experimental, numerical, and theoretical approaches to enhance the resilience, efficiency, and sustainability of modern infrastructure. Dr. Amer’s recent work addresses topics such as buckling-restrained steel plate shear walls, recycled aggregate concrete, and prefabricated structural components, reflecting his commitment to environmentally sustainable engineering solutions. He has published numerous peer-reviewed articles in reputable journals. His expertise includes finite element analysis and structural stability, enabling him to evaluate complex structural behavior under extreme loading conditions such as earthquakes.