检索范围:
排序: 展示方式:
Application of machine learning algorithms for the evaluation of seismic soil liquefaction potential
Mahmood AHMAD, Xiao-Wei TANG, Jiang-Nan QIU, Feezan AHMAD, Wen-Jing GU
《结构与土木工程前沿(英文)》 2021年 第15卷 第2期 页码 490-505 doi: 10.1007/s11709-020-0669-5
关键词: seismic soil liquefaction Bayesian belief network cone penetration test parameter learning structural learning
A constrained neural network model for soil liquefaction assessment with global applicability
Yifan ZHANG, Rui WANG, Jian-Min ZHANG, Jianhong ZHANG
《结构与土木工程前沿(英文)》 2020年 第14卷 第5期 页码 1066-1082 doi: 10.1007/s11709-020-0651-2
关键词: soil liquefaction assessment case history dataset constrained neural network model existing knowledge
In situ-based assessment of soil liquefaction potential–Case study of an earth dam in Tunisia
Ikram GUETTAYA,Mohamed Ridha EL OUNI
《结构与土木工程前沿(英文)》 2014年 第8卷 第4期 页码 456-461 doi: 10.1007/s11709-014-0259-5
关键词: liquefaction cone penetration test (CPT) standard penetration test (SPT) vibrcompaction sand
Mahmood AHMAD, Xiao-Wei TANG, Jiang-Nan QIU, Feezan AHMAD, Wen-Jing GU
《结构与土木工程前沿(英文)》 2020年 第14卷 第6期 页码 1476-1491 doi: 10.1007/s11709-020-0670-z
关键词: Bayesian belief network liquefaction-induced damage potential cone penetration test soil liquefaction structural learning and domain knowledge
Predicting lateral displacement caused by seismic liquefaction and performing parametric sensitivity
Nima PIRHADI, Xiaowei TANG, Qing YANG, Afshin ASADI, Hazem Samih MOHAMED
《结构与土木工程前沿(英文)》 2021年 第15卷 第2期 页码 506-519 doi: 10.1007/s11709-021-0677-0
关键词: lateral spreading displacement cumulative absolute velocity fine content artificial neural network sensitivity analysis Monte Carlo simulation
Evaluation of liquefaction-induced lateral displacement using Bayesian belief networks
Mahmood AHMAD, Xiao-Wei TANG, Jiang-Nan QIU, Feezan AHMAD
《结构与土木工程前沿(英文)》 2021年 第15卷 第1期 页码 80-98 doi: 10.1007/s11709-021-0682-3
关键词: Bayesian belief network seismically induced soil liquefaction interpretive structural modeling lateral displacement
Seismic effects on reinforcement load and lateral deformation of geosynthetic-reinforced soil walls
《结构与土木工程前沿(英文)》 2021年 第15卷 第4期 页码 1001-1015 doi: 10.1007/s11709-021-0734-8
关键词: geosynthetics reinforced soil retaining walls seismic performance
Machine learning-based seismic assessment of framed structures with soil-structure interaction
《结构与土木工程前沿(英文)》 2023年 第17卷 第2期 页码 205-223 doi: 10.1007/s11709-022-0909-y
关键词: seismic hazard artificial neural network soil-structure interaction seismic analysis
Seismic responses of subway station with different distributions of soft soil in Tianjin
Dejian YANG,Meiling DUAN
《结构与土木工程前沿(英文)》 2014年 第8卷 第2期 页码 187-193 doi: 10.1007/s11709-014-0252-z
关键词: distribution of soft soil soft soil in Tianjin seismic response ANSYS
Model test of stone columns as liquefaction countermeasure in sandy soils
Mengfei QU,Qiang XIE,Xinwen CAO,Wen ZHAO,Jianjun HE,Jiang JIN
《结构与土木工程前沿(英文)》 2016年 第10卷 第4期 页码 481-487 doi: 10.1007/s11709-016-0355-9
关键词: stone column composite foundation seismic liquefaction shaking table test
Analyses of the seismic responses of soil layers with deep deposits
LOU Menglin, LI Yuchun, LI Nansheng
《结构与土木工程前沿(英文)》 2007年 第1卷 第2期 页码 188-193 doi: 10.1007/s11709-007-0021-3
Muhammad Tariq A. CHAUDHARY
《结构与土木工程前沿(英文)》 2021年 第15卷 第1期 页码 275-303 doi: 10.1007/s11709-021-0685-0
关键词: site effects 1D seismic site response analysis sensitivity analysis foundations shear wave velocity soil shear modulus
Guobo WANG, Mingzhi YUAN, Xianfeng MA, Jun WU
《结构与土木工程前沿(英文)》 2017年 第11卷 第4期 页码 424-435 doi: 10.1007/s11709-016-0381-7
关键词: underground subway station ground adjacent building seismic response
Undrained seismic bearing capacity of strip footing adjacent to a heterogeneous excavation
《结构与土木工程前沿(英文)》 2023年 第17卷 第4期 页码 566-583 doi: 10.1007/s11709-023-0905-x
关键词: excavation finite element limit analysis heterogeneous soil strip footing undrained bearing capacity
New pseudo-dynamic analysis of two-layered cohesive-friction soil slope and its numerical validation
Suman HAZARI, Sima GHOSH, Richi Prasad SHARMA
《结构与土木工程前沿(英文)》 2020年 第14卷 第6期 页码 1492-1508 doi: 10.1007/s11709-020-0679-3
关键词: layered soil limit equilibrium method seismic analysis damping PLAXIS
标题 作者 时间 类型 操作
Application of machine learning algorithms for the evaluation of seismic soil liquefaction potential
Mahmood AHMAD, Xiao-Wei TANG, Jiang-Nan QIU, Feezan AHMAD, Wen-Jing GU
期刊论文
A constrained neural network model for soil liquefaction assessment with global applicability
Yifan ZHANG, Rui WANG, Jian-Min ZHANG, Jianhong ZHANG
期刊论文
In situ-based assessment of soil liquefaction potential–Case study of an earth dam in Tunisia
Ikram GUETTAYA,Mohamed Ridha EL OUNI
期刊论文
A step forward towards a comprehensive framework for assessing liquefaction land damage vulnerability
Mahmood AHMAD, Xiao-Wei TANG, Jiang-Nan QIU, Feezan AHMAD, Wen-Jing GU
期刊论文
Predicting lateral displacement caused by seismic liquefaction and performing parametric sensitivity
Nima PIRHADI, Xiaowei TANG, Qing YANG, Afshin ASADI, Hazem Samih MOHAMED
期刊论文
Evaluation of liquefaction-induced lateral displacement using Bayesian belief networks
Mahmood AHMAD, Xiao-Wei TANG, Jiang-Nan QIU, Feezan AHMAD
期刊论文
Seismic effects on reinforcement load and lateral deformation of geosynthetic-reinforced soil walls
期刊论文
Seismic responses of subway station with different distributions of soft soil in Tianjin
Dejian YANG,Meiling DUAN
期刊论文
Model test of stone columns as liquefaction countermeasure in sandy soils
Mengfei QU,Qiang XIE,Xinwen CAO,Wen ZHAO,Jianjun HE,Jiang JIN
期刊论文
Analyses of the seismic responses of soil layers with deep deposits
LOU Menglin, LI Yuchun, LI Nansheng
期刊论文
Influence of site conditions on seismic design parameters for foundations as determined via nonlinear
Muhammad Tariq A. CHAUDHARY
期刊论文
Numerical study on the seismic response of the underground subway station- surrounding soil mass-ground
Guobo WANG, Mingzhi YUAN, Xianfeng MA, Jun WU
期刊论文