Journal of Shandong University(Engineering Science) ›› 2023, Vol. 53 ›› Issue (3): 104-112.doi: 10.6040/j.issn.1672-3961.0.2022.170

• 土木工程 • Previous Articles     Next Articles

Seismic performance of prefabricated circular pier with HTRB600E high-strength reinforcement

XU Yingdong1, CUI Yanji2, ZHU Zhixin3, REN Xiaoqian3, CHEN Shuai2, ZHANG Peng1, FU Tao3*   

  1. 1. China State Construction Infrastructure Corporation, Beijing 100044, China;
    2. The First Company, China Eighth Engineering Bureau Ltd., Co., Jinan 250102, Shandong, China;
    3. School of Transportation Engineering, Shandong Jianzhu University, Jinan 250101, Shandong, China
  • Online:2023-06-20 Published:2023-07-07

CLC Number: 

  • TU997
[1] Xu DONG,Jian GUO,Haican ZHOU,Zhenquan DENG,Shuchen LI. Transverse anti-cracking of bottom slab and layout of transverse pre-stressed tendon of rail transit U-shaped girder [J]. Journal of Shandong University(Engineering Science), 2019, 49(4): 44-50.
[2] FU Tao, ZHU Zhixin, MENG Lingxiao, SUN Zhonghua, ZHU Jingwei. The seismic performance of prefabricated pier with a hollow interlayer [J]. Journal of Shandong University(Engineering Science), 2022, 52(4): 191-200.
[3] ZHENG Yanlei, XU Longwei, ZHANG Hanyu, WANG Guimei, FU Tao. The seismic performance parameter analysis of reinforced concrete square bridge piers strengthened with UHPC [J]. Journal of Shandong University(Engineering Science), 2025, 55(3): 128-140.
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