《Frontiers of Structural and Civil Engineering》

作品数：1182被引量：1294H指数：11
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《Frontiers of Structural and Civil Engineering》
主办单位：Higher Education Press, China;Chinese Academy of Engineering, China;Tongji University,China
最新期次：2025年3期更多>>
发文主题：CONCRETEUSINGBASED_ONREINFORCEDMETHOD更多>>
发文领域：建筑科学交通运输工程环境科学与工程理学更多>>
发文基金：国家自然科学基金国家重点基础研究发展计划中国博士后科学基金国家教育部博士点基金更多>>
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Investigation of notch effect in the optimum weight design of steel truss towers via Particle Swarm Optimization and Firefly Algorithm
《Frontiers of Structural and Civil Engineering》2025年第3期358-377,共20页Elif YILMAZ Musa ARTAR Mustafa ERGÜN 
In this study, the optimal weight designs of steel truss towers are determined, considering the notch effect. Thus, the impact of discontinuities in the cross-sections of steel elements on the total weight of the stru...
关键词：steel truss towers optimum weight design notch effect particle swarm optimization firefly algorithm 
Modeling uncertainty propagation in Eccentric Braced Frames using Endurance Time method and Radial Basis Function networks
《Frontiers of Structural and Civil Engineering》2025年第3期378-395,共18页Mohsen MASOOMZADEH Mohammad Ch.BASIM Mohammad Reza CHENAGHLOU Amir H.GANDOMI 
A robust analytical model of Eccentric Braced Frames (EBFs), as a well-known seismic resistance system, helps to comprehensive earthquake-induced risk assessment of buildings in different performance levels. Recently,...
关键词：Eccentric Braced Frames uncertainty propagation behavioral parameters Endurance Time method correlation Latin hypercube sampling Artificial Neural Networks Radial Basis Function networks 
Enhancing deformation characteristics prediction of coarse-grained soils with time-series generative adversarial network-based data augmentation and pre-training
《Frontiers of Structural and Civil Engineering》2025年第3期396-410,共15页Ying ZHANG Meng JIA Xuedong ZHANG Liping CAO Ziying AN Hongchao WANG Jinyu WANG 
supported by the National Natural Science Foundation of China(Grant No.52078212);the State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin,and China Institute of Water Resources and Hydropower Research,China(No.IWHR-SKL-202003).
Coarse-grained soils are fundamental to major infrastructures like embankments,roads,and bridges.Understanding their deformation characteristics is essential for ensuring structural stability.Traditional methods,such ...
关键词：coarse-grained soils deformation characteristics TimeGAN data augmentation pre-training 
Laboratory and field tests on soil conditioning for earth pressure balance shield tunneling in composite strata with different sand–rock ratios
《Frontiers of Structural and Civil Engineering》2025年第3期411-426,共16页Kangjian ZHANG Zhiqiang ZHANG Chuanxiang LIU 
supported by the National Natural Science Foundation of China(Grant No.52378414);the Natural Science Basis Research Plan in Shaanxi Province of China(No.2019JLP-23).
The excavated soil in the chamber of an earth pressure balance (EPB) shield is typically required to achieve a plastic flow state during tunneling to ensure a stable excavation face and the smooth discharge of soil. W...
关键词：soil conditioning earth pressure balance shield composite strata sand-rock ratio model test 
Long-term creep behavior of expansive agent core concrete in full-scale concrete-filled steel tube from the world’s largest span arch bridge study
《Frontiers of Structural and Civil Engineering》2025年第3期319-340,共22页Zheng CHEN Changjie WU Ben CHEN Yang YANG Weiying LIANG Yunchao TANG Jielian ZHENG 
supported by various institutions,including the National Key Research and Development Program of China(No.2021YFB2600903);the National Natural Science Foundation of China(Grants Nos.U2006224 and 52368028);the Guangxi Natural Science Foundation,China(No.2022GXNSFFA035035);the Guangxi Key Research and Development Program(No.GKAB22036007);the Guangxi Science and Technology Major Project(No.GKAA23073017);the Middle-aged and Young Teachers’Basic Ability Promotion Project of Guangxi(No.2022KY1159).
The Tian’e Longtan Bridge,currently under construction and boasting the world’s largest span arch at 600 m,employs a concrete-filled steel tube(CFST)as its primary structural component,forming the stiffness skeleton...
关键词：CFST autogenous shrinkage RESTRICTION expansion agent principle of creep superposition 
Investigation on lateral seismic isolation system of a typical long-span single-tower cable-stayed bridge for mountainous areas
《Frontiers of Structural and Civil Engineering》2025年第3期341-357,共17页Shichun ZHANG Junjun GUO Wei LIU Jibo LI Zhongguo GUAN 
supported by the National Natural Science Foundation of China(Grant No.52278527).
This study focuses on a reasonable lateral isolation system for a typical long-span single-tower cable-stayed bridge with a significantly asymmetric span arrangement that is particularly suitable for mountainous areas...
关键词：single-tower cable-stayed bridge lateral isolation system multilinear model influence matrix geological conditions 
Long short-term memory-enhanced semi-active control of cable vibrations with a magnetorheological damper
《Frontiers of Structural and Civil Engineering》2025年第2期163-179,共17页Zhipeng LI Xingyu XIANG Teng WU 
support provided by the Institute of Bridge Engineering at the University at Buffalo has been invaluable in the completion of this work.
The large vibrations of stay cables pose significant challenges to the structural performance and safety of cable-stayed bridges. While magnetorheological dampers (MRDs) have emerged as an effective solution for suppr...
关键词：stay cable vibration magnetorheological damper semi-active control LSTM cable-stayed bridge 
Investigation of the working mechanism of a quasi-floating hierarchically sacrificial seismic system for small and mid-span girder bridges
《Frontiers of Structural and Civil Engineering》2025年第2期180-193,共14页Guo LI Lei YAN Fenglei HAN Wenbing YU Xisheng LIN Cruz Y.LI Daniel Ziyue PENG 
supported by the General Program of China Postdoctoral Science Foundation(2023MD734111);Chongqing Natural Science Foundation General Project(CSTB2023NSCO-MSX0853,CSTB2023NSCO-MSX0433);Scientific and Technological Research Program of Chongqing Municipal Education Commission(KJZD-K202301205).
Seismic resistance systems for small and mid-span girder bridges often lacks hierarchically repeatable earthquake resistance, leading to challenging and time-consuming post-earthquake repairs. This research introduces...
关键词：hierarchically sacrificial seismic resistance alternative retainers quasi-floating seismic system post-earthquake bridge restoration 
A new controlled drainage system for submarine tunnels using double-adhesive waterproof membrane
《Frontiers of Structural and Civil Engineering》2025年第2期194-206,共13页Xiaohe SUN Chenghua SHI Guoqing XIAO Yangyang GE 
supported by the Fundamental Research Funds for the Central Universities of Central South University(No.2023ZZTS0183);the Fundamental Research Funds for the Central Universities(No.502802002).
Traditional submarine tunnels with drainage systems are highly susceptible to water leakage,which is challenging to locate and manage,leading to high maintenance costs.To address this problem,a new controlled drainage...
关键词：submarine tunnel spray-applied waterproofing membrane drainage system numerical simulation design process 
Analytical study on the mechanical behavior of longitudinal joints in shield tunnel strengthened by a steel ultra-high performance concrete composite
《Frontiers of Structural and Civil Engineering》2025年第2期207-223,共17页Renpeng CHEN Meng FAN Hongzhan CHENG Huaina WU Yang ZHANG Binyong GAO 
support of National Natural Science Foundation of China(Grant Nos.51938005,52090082,and 52378395).
A mechanical calculation model for longitudinal joints strengthened by steel ultra-high performance concrete (UHPC) composites was first proposed and validated against the numerical results. This method can continuous...
关键词：longitudinal joint analytical solution strengthening mechanism steel UHPC composite 
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