[HTML][HTML] 预制桥墩体系抗震性能研究进展: 新材料、 新理念、 新应用

王景全, 王震, 高玉峰, 诸钧政 - 工程力学, 2019 - pubs.cstam.org.cn
预制桥墩体系具有快速施工优势, 在非震区, 低烈度区中已得到较广泛应用,
但因对其抗震性能缺乏充分认识, 导致预制桥墩体系在中高烈度区的应用受到限制 …

State-of-the-art review of seismic-resistant precast bridge columns

Q Zhang, MS Alam - Journal of Bridge Engineering, 2020 - ascelibrary.org
There has been significant research effort on seismic-resistant precast bridge columns;
however, the research results have not been transferred into the industry to achieve their full …

Large-scale experimental study of precast segmental unbonded posttensioned concrete bridge columns for seismic regions

YC Ou, PH Wang, MS Tsai, KC Chang… - Journal of structural …, 2010 - ascelibrary.org
The seismic behavior of the proposed precast segmental unbonded posttensioned concrete
bridge columns for use in regions of high seismicity was investigated experimentally …

Cyclic loading test of unbonded and bonded posttensioned precast segmental bridge columns with circular section

ZY Bu, YC Ou, JW Song, NS Zhang… - Journal of Bridge …, 2016 - ascelibrary.org
Abstract Four 1/4-scale precast segmental bridge columns (PSBC) with different
reinforcement types and arrangements and one monolithic reference column (MRC) were …

Numerical investigation of the behavior of precast concrete segmental columns subjected to vehicle collision

TV Do, TM Pham, H Hao - Engineering Structures, 2018 - Elsevier
This study numerically investigates the response of precast concrete segmental columns
with unbonded prestress tendons subjected to vehicle collision. Numerical models are …

Quasi-static cyclic tests of precast bridge columns with different connection details for high seismic zones

Z Wang, H Qu, T Li, H Wei, H Wang, H Duan… - Engineering Structures, 2018 - Elsevier
Abstract In this study, seven 1/3-scale bridge column specimens are investigated under the
same quasi-static cyclic loading protocol both experimentally and numerically. The …

Experimental investigation of the response of precast segmental columns subjected to impact loading

X Zhang, H Hao, C Li - International Journal of Impact Engineering, 2016 - Elsevier
Although precast concrete segmental columns have been more and more widely used in
constructions, there is a lack of study on its behaviour under dynamic loading especially …

Parametric experimental investigation of unbonded post‐tensioned reinforced concrete bridge piers under cyclic loading

Y Shen, F Freddi, Y Li, J Li - Earthquake Engineering & …, 2022 - Wiley Online Library
The present paper investigates the cyclic performance of unbonded post‐tensioned
reinforced concrete (PRC) rocking piers by a parametric experimental campaign. PRC …

Seismic performance of precast bridge columns with socket and pocket connections based on quasi-static cyclic tests: Experimental and numerical study

Z Wang, T Li, H Qu, H Wei, Y Li - Journal of Bridge Engineering, 2019 - ascelibrary.org
Abstract In this study, four 1/3-scale bridge column specimens were investigated both
experimentally and numerically. The specimens consisted of two cast-in-place (CIP) …

Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation

Z Wang, J Zhang, H Lv, X Yan, T Li, H Qu - Soil Dynamics and Earthquake …, 2023 - Elsevier
In this study, shear damage development of four precast bridge columns with different
connection design details are first examined via quasi-static test. The short columns are of …