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Journal of Earthquake Engineering最新文献

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Experimental Study on Transverse Seismic Behavior of Long-Span Cable-Stayed Bridge with Two Inverted Y-Shaped Reinforced Concrete Towers 带两个倒 Y 型钢筋混凝土塔的大跨度斜拉桥横向地震行为试验研究
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-02 DOI: 10.1080/13632469.2024.2302036
Wei Guo, Zhongguo Guan, Jianzhong Li, Jianting Zhou, Lueqin Xu, Haicui Wang
The transverse seismic behavior of a long-span cable-stayed bridge with two inverted Y-shaped reinforced concrete towers is investigated in this study. To accomplish this, a 1/35-scale model of a c...
本研究探讨了带有两个倒 Y 型钢筋混凝土塔的大跨度斜拉桥的横向地震行为。为此,采用了 1/35 比例的斜拉桥模型。
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引用次数: 0
Performance Assessment of Reinforced Concrete Bridges Under Coupled Horizontal and Vertical Ground Motions Using Fragility Surfaces 利用脆性面评估钢筋混凝土桥梁在水平和垂直地动耦合作用下的性能
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-01-30 DOI: 10.1080/13632469.2024.2308612
Ahmad Dehghanpoor, David Thambiratnam, Wenyang Zhang, Yufeng Dong, Mohsen Kargar, Tommy Chan, Ertugrul Taciroglu
The objective of this study is to explore the seismic fragility of reinforced concrete bridges, specifically in response to the vertical components of ground motions, utilizing fragility surfaces. ...
本研究的目的是利用脆性面探讨钢筋混凝土桥梁的地震脆性,特别是对地面运动垂直分量的响应。...
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引用次数: 0
Displacement Control of Existing Steel Moment-Resisting Frame Structures Using Buckling-Restrained Braces 利用屈曲约束支撑控制现有钢制矩形抗力框架结构的位移
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-01-22 DOI: 10.1080/13632469.2024.2303592
An Sok, Satoshi Yamada, Jun Iyama
Large displacements are expected to occur in existing code-compliant steel moment-resisting frames during a severe earthquake, affecting the functionality of buildings. This study investigated the ...
在强烈地震中,符合规范的现有钢制矩形抗震框架预计会发生较大位移,从而影响建筑物的功能。本研究调查了...
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引用次数: 0
Direct Displacement-Based Design (DDBD) of PT-SKID Frames: The Linear Equivalent Model 基于直接位移的 PT-SKID 框架设计 (DDBD):线性等效模型
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-01-22 DOI: 10.1080/13632469.2024.2302816
Yichen Zhang, Raffaele De Risi, Nicholas A. Alexander
This paper investigates the linear equivalence of the PT-SKID frames based on Jacobsen’s method for estimating peak seismic displacement response. Such linearisation is at the base of the DDBD of s...
本文研究了基于雅各布森方法的 PT-SKID 框架的线性等效性,以估算地震位移峰值响应。这种线性等效性是 S.K. 框架的 DDBD 的基础。
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引用次数: 0
Improving In-Plane Behavior of Weak Brick Masonry Walls Through Assimilation of Partially Confining RC Bands 通过吸收部分约束 RC 带改善薄弱砖砌体墙体的平面内行为
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-01-22 DOI: 10.1080/13632469.2023.2301015
Lakshmi Latha, Samit Ray Chaudhuri
In this work, a numerical study is conducted to investigate the improvement of in-plane behavior of weak brick masonry walls through assimilation of partially confining horizontal and vertical rein...
在这项工作中,进行了一项数值研究,探讨了通过吸收部分约束水平和垂直加固措施来改善薄弱砖砌体墙体的平面内行为。
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引用次数: 0
A Distributed Impact Model for Seismic Analysis of Planar Rocking Body 用于平面摇摆体地震分析的分布式冲击模型
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-01-21 DOI: 10.1080/13632469.2024.2306592
Yu Bao
The problem of a planar rigid rocking block subject to dynamic loading is of significant interest to the earthquake engineering community due to its wide application. Despite its simple configurati...
平面刚性摇动块体承受动态载荷的问题因其应用广泛而备受地震工程界的关注。尽管它的构造简单,但在地震工程中的应用却非常广泛。
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引用次数: 0
Categorization of Post-Earthquake Damages in RC Structural Elements with Deep Learning Approach 用深度学习方法对 RC 结构单元的震后损坏进行分类
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-01-19 DOI: 10.1080/13632469.2024.2302033
Mertcan Yilmaz, Gamze Dogan, Musa Hakan Arslan, Alper Ilki
The aim of this study was to develop an innovative deep learning based intelligent software (DamageNet) and its mobile applications to classify seismic damage of Reinforced Concrete (RC) elements. ...
本研究旨在开发一种基于深度学习的创新型智能软件(DamageNet)及其移动应用程序,用于对钢筋混凝土(RC)构件的震害进行分类。...
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引用次数: 0
Study on the Performance Degradation of LRB Under the Combination of Low Temperature Cycles and Superstructure Weight 低温循环和上部结构重量共同作用下的轻轨性能退化研究
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-01-16 DOI: 10.1080/13632469.2024.2305765
Lihua Zhu, Longfei Meng, Yao-Rong Dong, Hao Su, Wei Jia
Lead rubber bearing (LRB) may be subjected to low temperature effect and superstructure weight when it was used in the cold regions, which will affect the durability of the bearing. To investigate ...
铅橡胶支座(LRB)在寒冷地区使用时可能会受到低温效应和上部结构重量的影响,从而影响支座的耐久性。为了探究铅橡胶支座在寒冷地区的耐久性问题,我们对铅橡胶支座进行了研究。
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引用次数: 0
Efficient Fragility Analysis of Cross-Fault Hydraulic Tunnels Combining Support Vector Machine and Improved Cloud Method 结合支持向量机和改进云方法的跨断层水工隧道高效脆性分析
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-01-09 DOI: 10.1080/13632469.2023.2300487
Benbo Sun, Mingjiang Deng, Sherong Zhang, Weiying Liu, Jia Xu, Chao Wang, Wei Cui
One of the primary concerns in the field of seismic risk assessment for underground structures is establishing an accurate connection between seismic intensity and structural responses. The objecti...
地下结构地震风险评估领域的主要关注点之一是在地震烈度和结构反应之间建立准确的联系。地下结构地震危险性评估的目标是...
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引用次数: 0
A Simplified Approach of Analytical Seismic Fragility Analysis Using the Endurance Time Method 使用耐久时间法进行地震脆性分析的简化方法
IF 2.6 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-01-08 DOI: 10.1080/13632469.2024.2302039
Zihan He, Daiyu Wang, Duofa Ji, Xiaohui Yu
The endurance time (ET) method is an effective dynamic analysis method for seismic response analysis of structures. It has been recently used for analytical fragility analysis. However, the availab...
耐久时间(ET)法是一种有效的结构地震响应分析动态分析方法。最近,它已被用于脆性分析。然而,目前可用的...
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引用次数: 0
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Journal of Earthquake Engineering
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