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Journal | [J] Journal of Bridge Engineering. Volume 29 , Issue 5 . 2024
期刊 |桥梁工程学报.第 29 卷 , 第 5 期 .2024
A Strut-and-Tie Model Approach to Design Precast Column-to-Pile Shaft Member Socket Connections against Prying-Action FailureMT翻译
一种抗撬动故障的预制柱桩竖井构件套筒连接设计支柱和系结模型方法MT翻译

作者:He Haifeng;Xu Mingsai;Yang Cancan

作者背景:Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Room 304, Applied Dynamics Laboratory (ADL), 1280 Main St. West, Hamilton, ON, Canada L8S 4L7 (corresponding author).;Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Room 304, Applied Dynamics Laboratory (ADL), 1280 Main St. West, Hamilton, ON, Canada L8S 4L7.;Assistant Professor, Dept. of Civil Engineering, McMaster Univ., Room 339, John Hodgins Engineering Building (JHE), 1280 Main St. West, Hamilton, ON, Canada L8S 4L7.
作者背景: Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Room 304, Applied Dynamics Laboratory (ADL), 1280 Main St. West, Hamilton, ON, Canada L8S 4L7 (通讯作者)。博士候选人,麦克马斯特大学土木工程系,应用动力学实验室 (ADL) 304 室,1280 Main St. West, Hamilton, ON, Canada L8S 4L7.;麦克马斯特大学土木工程系助理教授,加拿大安大略省汉密尔顿市主街西 1280 号约翰霍金斯工程大楼 (JHE) 339 室 L8S 4L7。

DOI:10.1061/JBENF2.BEENG-6352

Abstract / 摘要MT翻译
This study presents a seismic design methodology for precast concrete column-to-pile shaft member socket connections. In designing such connections, the intent was to ensure that the plastic hinge occurs in columns while minimizing the damage to the pile shaft. To achieve this, a strut-and-tie model was developed to represent the force transfer mechanism within the connection region; this model served as the basis for efficient seismic design details, including shaft transverse reinforcement, co...更多
本研究提出了一种预制混凝土柱桩竖井构件承插连接的抗震设计方法。在设计这种连接时,目的是确保塑料铰链出现在柱子中,同时最大限度地减少对桩轴的损坏。为了实现这一点,开发了一个支柱和系索模型来表示连接区域内的力传递机制;该模型为高效的抗震设计细节奠定了基础,包括竖井横向钢筋、Co...更多
Keyword / 关键词MT翻译

Precast concrete column;Member socket connections;Strut-and-tie model;Seismic design;Computer application;Accelerated bridge construction
预制混凝土柱;杆件套接字连接;支柱和系带模型;抗震设计;计算机应用;加速桥梁建设

Indexed by / 核心评价

AHCI;EI;INSPEC;SCI;Scopus;WAJCI