Experimental and numerical study of π-shaped hybrid bridge piers with steel cap beam and innovative joint designs

Qingtian Su; Sizhe Wang

doi:10.1007/s11709-026-1281-0

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Experimental and numerical study of π-shaped hybrid bridge piers with steel cap beam and innovative joint designs

Qingtian Su, Sizhe Wang

ENGINEERING Structure and Civil Engineering2026doi:10.1007/s11709-026-1281-0

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Abstract

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Authors

Qingtian Su#2 Sizhe Wang#3

Institutions

Kyoto University Nanyang Technological University Tongji University

Provenance

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External reference records

10.1002/best.202100072

10.1002/best.202100072 · 2021

10.1016/j.soildyn.2025.109420

10.1016/j.soildyn.2025.109420 · 2025

10.1016/j.jcsr.2023.107856

10.1016/j.jcsr.2023.107856 · 2023

10.15554/pcij.05012008.74.99

10.15554/pcij.05012008.74.99 · 2008

10.1016/j.istruc.2022.04.045

10.1016/j.istruc.2022.04.045 · 2022

Unresolved referenced work

2009

10.1007/s13296-014-1203-1

10.1007/s13296-014-1203-1 · 2015

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2010

10.1016/j.istruc.2024.106333

10.1016/j.istruc.2024.106333 · 2024

10.1061/(asce)be.1943-5592.0001410

10.1061/(asce)be.1943-5592.0001410 · 2020

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1999

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Experimental and numerical study of π-shaped hybrid bridge piers with steel cap beam and innovative joint designs

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