Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Dynamic Properties and Seismic Responses of the Masonry Structure Model Strengthened with BFRP Laminates
To study the dynamic properties and seismic responses of masonry structure strengthened with Basalt Fiber Reinforced Plastic (BFRP) laminates, modal experiment and shaking table test were performed on a two-storey and two-bay masonry structure model involving constructional columns. Through the test, the dynamic properties of reinforced masonry structure were obtained, the development of cracks and degradation of stiffness of the reinforced masonry structure under earthquake were studied and the variations of displacement, acceleration, stress of this structure were analyzed. Based on the modal experiment using the impact hammer test method, a simplified numerical analysis model of the test model was proposed for modal analysis. From the shaking table test, it is concluded that BFRP laminates can slow down the degradation of structural stiffness and the development of cracks effectively, and the masonry structure reinforced with BFRP laminates has excellent seismic performance.
Dynamic Properties and Seismic Responses of the Masonry Structure Model Strengthened with BFRP Laminates
To study the dynamic properties and seismic responses of masonry structure strengthened with Basalt Fiber Reinforced Plastic (BFRP) laminates, modal experiment and shaking table test were performed on a two-storey and two-bay masonry structure model involving constructional columns. Through the test, the dynamic properties of reinforced masonry structure were obtained, the development of cracks and degradation of stiffness of the reinforced masonry structure under earthquake were studied and the variations of displacement, acceleration, stress of this structure were analyzed. Based on the modal experiment using the impact hammer test method, a simplified numerical analysis model of the test model was proposed for modal analysis. From the shaking table test, it is concluded that BFRP laminates can slow down the degradation of structural stiffness and the development of cracks effectively, and the masonry structure reinforced with BFRP laminates has excellent seismic performance.
Dynamic Properties and Seismic Responses of the Masonry Structure Model Strengthened with BFRP Laminates
Xu, Li-Hua (Autor:in) / Zhang, Si (Autor:in) / Hu, Xiao-Bin (Autor:in) / Zhang, Ming-Jie (Autor:in) / Yang, Fan (Autor:in) / Cai, Yin-Liang (Autor:in)
2012
8 Seiten
Aufsatz (Konferenz)
Englisch
| Trans Tech Publications | 2012
| British Library Conference Proceedings | 2012
Nonlinear Dynamic Finite Analysis of BFRP-Strengthened Masonry Structure Based on ABAQUS
| Trans Tech Publications | 2014
Shaking table test of earthquake-damaged masonry structure strengthened with external BFRP
| British Library Conference Proceedings | 2013
Seismic Performance of RC Short Columns Strengthened with BFRP
| British Library Conference Proceedings | 2013