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Yunlin LIU, Shitao ZHU
《结构与土木工程前沿(英文)》 2019年 第13卷 第5期 页码 1095-1104 doi: 10.1007/s11709-019-0538-2
关键词: PCS concrete side joint numerical simulation fiber-beam element joint model solid element joint model seismic behavior
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
On the seismic stability analysis of reinforced rock slope and optimization of prestressed cables
Wenbo ZHENG, Xiaoying ZHUANG, Yongchang CAI
《结构与土木工程前沿(英文)》 2012年 第6卷 第2期 页码 132-146 doi: 10.1007/s11709-012-0152-z
关键词: high rock slope reinforced system optimization prestressed cable seismicity
《结构与土木工程前沿(英文)》 页码 855-869 doi: 10.1007/s11709-023-0972-z
关键词: masonry arch bridges seismic behavior modal properties pulse-like records nonlinear time history analysis
Seismic performance of moment resisting steel frame subjected to earthquake excitations
Fadzli M. NAZRI, Pang Yew KEN
《结构与土木工程前沿(英文)》 2014年 第8卷 第1期 页码 19-25 doi: 10.1007/s11709-014-0240-3
关键词: incremental dynamic analysis (IDA) pushover analysis performance-based seismic design
Wei GUO, Zhiwu YU
《结构与土木工程前沿(英文)》 2012年 第6卷 第4期 页码 379-384 doi: 10.1007/s11709-012-0180-8
关键词: isolated structure stochastic response non-proportional damping efficient accurate pseudo-excitation method
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
Three-dimensional seismic response analysis of a concrete-faced rockfill dam on overburden layers
Dakuo FENG, Ga ZHANG, Jianmin ZHANG,
《结构与土木工程前沿(英文)》 2010年 第4卷 第2期 页码 258-266 doi: 10.1007/s11709-010-0031-4
关键词: concrete-faced rockfill dam (CFRD) overburden layer dynamic analysis finite element method (FEM)
Fillitsa KARANTONI, Stavroula PANTAZOPOULOU, Athanasios GANAS
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 270-290 doi: 10.1007/s11709-017-0390-1
During August 1953 three strong earthquakes of magnitude ranging from 6.3 to 7.2 shook the Ionian Island of Cephalonia (Kefalonia), Greece, and destroyed almost the entire building stock of the Island which consisted primarily of traditional unreinforced masonry (URM) houses. The authorities went on to restructuring of the building stock, using a structural system that is most like what is known today as confined masonry. They designed about 14 types of one- to two-storey buildings providing the engineers with detailed construction plans. These buildings are known as “Arogi” buildings (Arogi in Greek meaning Aid). On the 24th of January and 3rd of February 2014, two earthquakes of magnitude 6.1 and 6.0 struck the island, causing significant soil damages, developing excessively high ground accelerations. Surprisingly, no damage was reported in the “Arogi” buildings. The seismic behavior of the buildings is examined by FEM linear analysis and it is compared to that of URM structures. Computed results illustrate that the displacements of identical URM buildings would be about twice the magnitudes observed in the corresponding “Arogi” ones, with the implication that the earthquake sequence of 2014 would have caused critical damage should the type of structure be of the URM type. Furthermore, it is illustrated that this low cost alternative method of construction is a very effective means of producing earthquake resilient structures, whereas further reduction of seismic displacement may be achieved in the order of 50% with commensurate effects on damage potential, when reinforced slabs are used to replace the timber roofs.
关键词: Cephalonia confined masonry comparative FEM analysis unreinforced masonry seismic damage
Seismic analysis of steel structures considering damage cumulation
SHEN Zuyan, WU Aihui
《结构与土木工程前沿(英文)》 2007年 第1卷 第1期 页码 1-11 doi: 10.1007/s11709-007-0001-7
关键词: hardening regression analysis computer program cumulation hysteretic strength
Seismic response reduction of a three-story building by an MR grease damper
Tomoki SAKURAI, Shin MORISHITA
《机械工程前沿(英文)》 2017年 第12卷 第2期 页码 224-233 doi: 10.1007/s11465-017-0413-6
This paper describes an application of magneto-rheological (MR) grease dampers as seismic dampers for a three-story steel structure. MR fluid is widely known as a smart material with rheological properties that can be varied by magnetic field strength. This material has been applied to various types of devices, such as dampers, clutches, and engine mounts. However, the ferromagnetic particles dispersed in MR fluid settle out of the suspension after a certain interval because of the density difference between the particles and their carrier fluid. To overcome this defect, we developed a new type of controllable working fluid using grease as the carrier of magnetic particles. MR grease was introduced into a cylindrical damper, and the seismic performance of the damper was subsequently studied via numerical analysis. The analysis results of the MR grease damper were compared with those of other seismic dampers. We confirmed that the MR grease damper is an effective seismic damper.
关键词: MR grease damper seismic damper vibration control structural response FEM analysis
Seismic analysis of semi-gravity RC cantilever retaining wall with TDA backfill
Il-Sang AHN, Lijuan CHENG
《结构与土木工程前沿(英文)》 2017年 第11卷 第4期 页码 455-469 doi: 10.1007/s11709-017-0392-z
关键词: TDA (Tire Derived Aggregate) scrap tires retaining wall seismic analysis Finite Element Analysis
《结构与土木工程前沿(英文)》 2022年 第16卷 第12期 页码 1530-1551 doi: 10.1007/s11709-022-0900-7
关键词: oblique incident waves critical angle half-space finite/infinite element approach seismic response analysis
Hai-Bin MA, Wei-Dong ZHUO, Davide LAVORATO, Camillo NUTI, Gabriele FIORENTINO, Giuseppe Carlo MARANO, Rita GRECO, Bruno BRISEGHELLA
《结构与土木工程前沿(英文)》 2019年 第13卷 第6期 页码 1510-1519 doi: 10.1007/s11709-019-0577-8
关键词: continuous bridge probabilistic seismic demand model Intensity Measure near-fault uncertainty
标题 作者 时间 类型 操作
Finite element analysis on the seismic behavior of side joint of Prefabricated Cage System in prefabricated
Yunlin LIU, Shitao ZHU
期刊论文
Influence of site conditions on seismic design parameters for foundations as determined via nonlinearsite response analysis
Muhammad Tariq A. CHAUDHARY
期刊论文
On the seismic stability analysis of reinforced rock slope and optimization of prestressed cables
Wenbo ZHENG, Xiaoying ZHUANG, Yongchang CAI
期刊论文
Performance-based seismic assessment of a historical masonry arch bridge: Effect of pulse-like excitations
期刊论文
Seismic performance of moment resisting steel frame subjected to earthquake excitations
Fadzli M. NAZRI, Pang Yew KEN
期刊论文
Application of an efficient stochastic calculation method on the seismic analysis of an isolated structure
Wei GUO, Zhiwu YU
期刊论文
Three-dimensional seismic response analysis of a concrete-faced rockfill dam on overburden layers
Dakuo FENG, Ga ZHANG, Jianmin ZHANG,
期刊论文
Confined masonry as practical seismic construction alternative–the experience from the 2014 Cephalonia
Fillitsa KARANTONI, Stavroula PANTAZOPOULOU, Athanasios GANAS
期刊论文
Seismic response reduction of a three-story building by an MR grease damper
Tomoki SAKURAI, Shin MORISHITA
期刊论文
Seismic analysis of semi-gravity RC cantilever retaining wall with TDA backfill
Il-Sang AHN, Lijuan CHENG
期刊论文
Soil seismic analysis for 2D oblique incident waves using exact free-field responses by frequency-based
期刊论文