Experimental study on seismic behaviour of fully bolted concrete shear walls

• Autorzy: Ding Tao , Shen Kaige , Tan Ding , Zhao Yong

Identyfikatory

DOI

10.1007/s43452-023-00682-y

• Języki publikacji: EN

Abstrakty

EN

Bolted precast concrete shear wall structures have the potential to be disassembled and exhibit superior seismic performance. In this study, a new type of fully bolted concrete shear wall was proposed, and its seismic behaviour was examined through cyclic loading tests. The influence of the connecting method, axial compression ratio, and interface roughness on the seismic behaviour of this fully bolted concrete shear wall was analysed, and the design method was proposed. The results showed that at the axial compression ratio of 0.05, the proposed new type of fully bolted concrete shear wall structure behaved favourable seismic performance and the energy dissipation capacity was improved about 26%. Moreover, the proposed formulas used for the calculation of the bearing capacity of this connection provide a basis for the application of the fully bolted concrete shear walls.

Słowa kluczowe

EN

fully bolted connection; precast concrete shear wall; cycle loading test; seismic behavior

PL

ściana betonowa; badania sejsmiczne; test obciążeniowy

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2023
• Tom: Vol. 23, no. 3
• Strony: art. no. e142
• Opis fizyczny: Bibliogr. 34 poz., fot., rys., wykr.

Twórcy

autor

Ding Tao

• Department of Structural Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China
• State Key Laboratory of Solid Waste Reuse for Building Materials, Beijing 100041, China

autor

Shen Kaige

• Department of Structural Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China

autor

Tan Ding

• Department of Structural Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China

autor

Zhao Yong

• Department of Structural Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China

Bibliografia

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Uwagi

PL

Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024)