Seismic performance of precast piers connected by grouted splice sleeve with Central-tenon enhancement: experimental validation and system-level fragility study-Reference-Cited by-同舟云学术

Seismic performance of precast piers connected by grouted splice sleeve with Central-tenon enhancement: experimental validation and system-level fragility study

Published:2024-03-11 Issue: Volume: Page:1-22
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Wang Xu¹^ORCID,Liu Zhao¹²^ORCID,Tong Teng¹^ORCID,Yang Peng³

Affiliation:

1. School of Civil Engineering, Southeast University, Nanjing, PR China

2. State Key Laboratory of Safety, Durability and Healthy Operation of Long Span Bridges, Southeast University, Nanjing, PR China

3. Bridge Design Research Center, China Design Group. Co., Ltd, Nanjing, PR China

Funder

National Key Research and Development Program of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2319111

Reference57 articles.

1. Nonlinear seismic fragility analysis of a resilient precast post-tensioned segmental bridge pier

2. Seismic Column-to-Footing Connections Using Grouted Splice Sleeves

3. ASTM A615/A615M-18. (2018). Standard specification for deformed and plain carbon steel bars for concrete reinforcement. West Conshohocken, PA: American Society for Testing and Materials.

4. Life-cycle seismic fragility and resilience assessment of aging bridges using the endurance time method

5. American Petroleum Institute. (2007). Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design. American: American Petroleum Institute.

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