| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accurate solution for free vibration behaviour of stepped FGM plates implementing the dynamic stiffness method
|
Kumar, Subodh
|
|
|
45 |
C |
p. 1971-1989
|
artikel
|
| 2 |
A computationally efficient crack detection approach based on deep learning assisted by stockwell transform and linear discriminant analysis
|
Nguyen, Andy
|
|
|
45 |
C |
p. 1962-1970
|
artikel
|
| 3 |
A coupled hygro-thermo-mechanical fiber beam model for reinforced concrete structures
|
Zhang, Liuyu
|
|
|
45 |
C |
p. 1267-1278
|
artikel
|
| 4 |
Advances in the application and research of steel bridge deck pavement
|
Liu, Yongjian
|
|
|
45 |
C |
p. 1156-1174
|
artikel
|
| 5 |
A finite element-peridynamic combined multiscale analysis strategy based on implicit integration scheme
|
Zhang, Ning
|
|
|
45 |
C |
p. 799-813
|
artikel
|
| 6 |
A flexural ductility model for UHPC beams reinforced with FRP bars
|
Tan, Hongmei
|
|
|
45 |
C |
p. 773-786
|
artikel
|
| 7 |
A hybrid algorithm for studying the effects of various uncertainties on the nonlinear dynamic responses of steel storage tanks subjected to seismic base excitation
|
Khayat, Majid
|
|
|
45 |
C |
p. 598-628
|
artikel
|
| 8 |
A machine learning approach to appraise and enhance the structural resilience of buildings to seismic hazards
|
Cerè, Giulia
|
|
|
45 |
C |
p. 1516-1529
|
artikel
|
| 9 |
A macroscopic shear angle model for ultimate bearing capacity of glued laminated bamboo hollow columns under axial compression
|
Su, Yi
|
|
|
45 |
C |
p. 560-571
|
artikel
|
| 10 |
Analysis of effects of aerodynamic interference on dynamic response of suspended monorail wind–vehicle–bridge system using joint simulation approach
|
Zou, Yunfeng
|
|
|
45 |
C |
p. 179-198
|
artikel
|
| 11 |
Analysis of influencing factors on axial compression performance of BFRP bars-coral reef and sand concrete columns
|
Junyan, Dai
|
|
|
45 |
C |
p. 1621-1629
|
artikel
|
| 12 |
An ensemble approach to improve BPNN model precision for predicting compressive strength of high-performance concrete
|
Kumar Tipu, Rupesh
|
|
|
45 |
C |
p. 500-508
|
artikel
|
| 13 |
An experimental and numerical investigation of RC slabs externally strengthened by perforated steel plates
|
Sahranavard, Saeed
|
|
|
45 |
C |
p. 1239-1252
|
artikel
|
| 14 |
An experimental study on a novel reclaimed rubber compound for fiber-reinforced seismic isolators
|
Cilento, Fabrizia
|
|
|
45 |
C |
p. 9-22
|
artikel
|
| 15 |
An Extreme Gradient Boosting approach to estimate the shear strength of FRP reinforced concrete beams
|
Le, Hoang-Anh
|
|
|
45 |
C |
p. 1307-1321
|
artikel
|
| 16 |
An investigation of shear failure in welded channel and angle brace members
|
Ghaderi-Garekani, Majid
|
|
|
45 |
C |
p. 1287-1306
|
artikel
|
| 17 |
A numerical model with high-accuracy and high-efficiency for the soil dynamic impedance of pile groups under vertical vibration
|
Wang, Piguang
|
|
|
45 |
C |
p. 489-499
|
artikel
|
| 18 |
Application of a weighted graph representation method to the crashworthiness optimization of subway collision frame structures
|
Shuguang, Yao
|
|
|
45 |
C |
p. 1095-1109
|
artikel
|
| 19 |
A probabilistic framework to model bond strength between concrete and GFRP rebar using Bayesian linear regression
|
Hassanzadeh, Amir Masoud
|
|
|
45 |
C |
p. 2173-2184
|
artikel
|
| 20 |
A simplified beam model for the numerical analysis of masonry arch bridges –A case study of the Veresk railway bridge
|
Rahimi, Arash
|
|
|
45 |
C |
p. 1253-1266
|
artikel
|
| 21 |
Assessing seismic response equivalency for fixed pile-founded offshore platforms utilizing PSDA and IDA
|
Babaei, Samira
|
|
|
45 |
C |
p. 1376-1393
|
artikel
|
| 22 |
A study on validation of moment-curvature relationship of lime sludge-based blended cement concrete on numerical modeling (ATENA)
|
Praveen Kumar, V.V.
|
|
|
45 |
C |
p. 1729-1737
|
artikel
|
| 23 |
A surrogate model based active interval densifying method for nonlinear inverse problems
|
Tang, Jiachang
|
|
|
45 |
C |
p. 695-706
|
artikel
|
| 24 |
A theoretical model for predicting mechanical properties of circular concrete-filled steel tube short columns
|
Gao, Weiqi
|
|
|
45 |
C |
p. 572-585
|
artikel
|
| 25 |
Axial behavior of square and circular concrete columns confined with CFRP sheets under elevated temperatures: Comparison with welded-wire mesh steel confinement
|
Abadel, Aref A.
|
|
|
45 |
C |
p. 126-144
|
artikel
|
| 26 |
Ballistic performance of multi-layered B4C ceramic and UHMWPE fibre laminate targets subjected to hypervelocity impact by tungsten alloy ball
|
yongjun, Deng
|
|
|
45 |
C |
p. 542-559
|
artikel
|
| 27 |
Behavior of CFS shear walls infilled with lightweight ceramsite concrete under cyclic loading
|
Wang, Jiqin
|
|
|
45 |
C |
p. 1833-1849
|
artikel
|
| 28 |
Behavior of ternary blended cementitious rubberized mixes reinforced with recycled tires steel fibers under different types of impact loads
|
Alsaif, Abdulaziz
|
|
|
45 |
C |
p. 2292-2305
|
artikel
|
| 29 |
Behaviour of axially compressed CTHST stub columns with inner spiral stirrup
|
Yang, You-Fu
|
|
|
45 |
C |
p. 372-389
|
artikel
|
| 30 |
Bond-slip relationship of rebar in lightweight aggregate concrete
|
Yang, Xue
|
|
|
45 |
C |
p. 2198-2209
|
artikel
|
| 31 |
Comparative study of influential factors for punching shear resistance/failure of RC slab-column joints using machine-learning models
|
Liang, Shixue
|
|
|
45 |
C |
p. 1333-1349
|
artikel
|
| 32 |
Comparative study of the seismic performance of Nepalese tiered temples-with and without high plinth consideration
|
Kiran Kawan, Chandra
|
|
|
45 |
C |
p. 361-371
|
artikel
|
| 33 |
Comparison of damping performance of an aluminum bridge via material damping, support damping and external damping methods
|
He, Wei
|
|
|
45 |
C |
p. 1139-1155
|
artikel
|
| 34 |
Comparison of seismic responses of atrium-style and frame-box metro stations in soft soil in shaking table testing
|
Zhang, Zhiming
|
|
|
45 |
C |
p. 912-931
|
artikel
|
| 35 |
Composite finite elements on dynamic and buckling responses of composite beams with independent rotations
|
Lin, Jian-Ping
|
|
|
45 |
C |
p. 707-720
|
artikel
|
| 36 |
Concrete-concrete shear friction behavior under cyclic loading: Laboratory test, mathematical modeling, and code provisions
|
Leblouba, Moussa
|
|
|
45 |
C |
p. 1667-1687
|
artikel
|
| 37 |
Cost-based optimum design of the earthquake-resistant system for continuous skew overpasses
|
Zhang, Penghui
|
|
|
45 |
C |
p. 2051-2066
|
artikel
|
| 38 |
Credible Bayesian reliability model for structures with interval uncertain parameters
|
Li, Yunlong
|
|
|
45 |
C |
p. 2151-2161
|
artikel
|
| 39 |
Cyclic behavior of an energy dissipation system with the vertical steel panel flexural-yielding dampers
|
Rousta, Ali Mohammad
|
|
|
45 |
C |
p. 629-644
|
artikel
|
| 40 |
Cyclic performance of I-beam-to-SHS column joint using through SMA bolts
|
Chen, Zhenming
|
|
|
45 |
C |
p. 1461-1476
|
artikel
|
| 41 |
Damage detection of in-service steel railway bridges using a fine k-nearest neighbor machine learning classifier
|
Ghiasi, Alireza
|
|
|
45 |
C |
p. 1920-1935
|
artikel
|
| 42 |
Damage features extraction of prestressed near-surface mounted CFRP beams based on tunable Q-factor wavelet transform and improved variational modal decomposition
|
Yin, Xinfeng
|
|
|
45 |
C |
p. 1949-1961
|
artikel
|
| 43 |
Damage simulation and strengthening of main girder after the fire-induced fracture of stay cables during construction
|
Dai, Lizhao
|
|
|
45 |
C |
p. 448-458
|
artikel
|
| 44 |
Deep liquid tanks in seismic response control of asymmetric high-rise buildings
|
Das, Anupam
|
|
|
45 |
C |
p. 1279-1286
|
artikel
|
| 45 |
Design and performance evaluation framework for seismically isolated reinforcement concrete columns subjected to blast loads
|
Wang, Yanchao
|
|
|
45 |
C |
p. 2239-2252
|
artikel
|
| 46 |
Design formulae for Long-Term responses of continuous Steel-Recycled aggregate concrete composite slabs
|
Zhang, Huan
|
|
|
45 |
C |
p. 1477-1490
|
artikel
|
| 47 |
Determination of settlement limit values for a new concrete box subgrade with ballasted track
|
Zhu, Zhihui
|
|
|
45 |
C |
p. 1646-1656
|
artikel
|
| 48 |
Development and optimization of lattice structure on the walnut shell reinforced PLA composite for the tensile strength and dimensional error properties
|
Palaniyappan, Sabarinathan
|
|
|
45 |
C |
p. 163-178
|
artikel
|
| 49 |
Development of natural frequency in multi-span composite bridges with variable cross-section: Analytical and numerical solutions
|
Saglik, Huseyin
|
|
|
45 |
C |
p. 1657-1666
|
artikel
|
| 50 |
Dynamic amplification in masonry arch railway bridges
|
Bozyigit, Baran
|
|
|
45 |
C |
p. 1717-1728
|
artikel
|
| 51 |
Early age thermal cracking resistance of basalt fiber-reinforced concrete for mass concrete structures under restraint condition
|
Xin, Jianda
|
|
|
45 |
C |
p. 1189-1198
|
artikel
|
| 52 |
Effect of impurities of steel fibers extracted from shredded tires on the behavior of fiber-reinforced concrete
|
Esmailzade, Mina
|
|
|
45 |
C |
p. 1175-1188
|
artikel
|
| 53 |
Effect of interior gravity framing system and composite floor slab action on the lifetime seismic risk assessment of steel frame buildings subjected to mainshock–aftershock sequence
|
Hwang, Seong-Hoon
|
|
|
45 |
C |
p. 2332-2342
|
artikel
|
| 54 |
Effect of straight bolt corrosion on mechanical properties of shield tunnel under DC stray current
|
Yu, Shuo
|
|
|
45 |
C |
p. 1607-1620
|
artikel
|
| 55 |
Effect of sulfate attack, drying-wetting cycles and freezing-thawing cycles on reinforced concrete columns under eccentric loads
|
Yang, Shuyan
|
|
|
45 |
C |
p. 1864-1877
|
artikel
|
| 56 |
Effects of bolted connections’ properties on natural dynamic characteristics of corner-supported modular steel buildings
|
Farajian, M.
|
|
|
45 |
C |
p. 1491-1515
|
artikel
|
| 57 |
Effects of pulse like ground motion records with and without acceleration pulses on the earthquake responses of structures with varying dynamic properties
|
Gümüş, Muhammed
|
|
|
45 |
C |
p. 427-436
|
artikel
|
| 58 |
Effects of welding residual stresses on fatigue reliability assessment of a PC beam bridge with corrugated steel webs under dynamic vehicle loading
|
Zhang, Haiping
|
|
|
45 |
C |
p. 1561-1572
|
artikel
|
| 59 |
Efficacy of pond ash (PA) combined with ground granulated blast furnace slag (GGBFS) in producing cement-less mortar
|
Mandal, Romio
|
|
|
45 |
C |
p. 748-757
|
artikel
|
| 60 |
Efficient framework for structural reliability analysis based on adaptive ensemble learning paired with subset simulation
|
Nguyen, Truong-Thang
|
|
|
45 |
C |
p. 1738-1750
|
artikel
|
| 61 |
Energy-based analysis of 3D wind-induced-flutter mechanism of a three-tower suspension structure
|
Wang, Shi-jun
|
|
|
45 |
C |
p. 969-983
|
artikel
|
| 62 |
Enhancing braced frames’ lateral ductility by new beam-end splices of supported blade or sliding teeth: FE analysis
|
Fatemi, Hamid
|
|
|
45 |
C |
p. 2253-2271
|
artikel
|
| 63 |
Evaluation of progressive collapse behavior in reinforced concrete buildings
|
Vinay, M.
|
|
|
45 |
C |
p. 1902-1919
|
artikel
|
| 64 |
Evaluation of seismic response of coupled wall structure with self-centering and viscous damping composite coupling beams
|
Li, Yong
|
|
|
45 |
C |
p. 214-228
|
artikel
|
| 65 |
Experimental and analytical investigation on precast concrete-encased concrete-filled steel tube column-to-column dry connections under axial tension
|
Zhu, Gaoming
|
|
|
45 |
C |
p. 523-541
|
artikel
|
| 66 |
Experimental and numerical evaluation of the structural performance of corroded reinforced concrete beams under different corrosion schemes
|
Van Nguyen, Chinh
|
|
|
45 |
C |
p. 2318-2331
|
artikel
|
| 67 |
Experimental and numerical investigations on flexural performance of ultra-high-performance concrete (UHPC) beams with wet joints
|
Feng, Zheng
|
|
|
45 |
C |
p. 199-213
|
artikel
|
| 68 |
Experimental and numerical studies on the fire resistance of prestressed reactive powder concrete beams
|
Yan, Kai
|
|
|
45 |
C |
p. 1814-1832
|
artikel
|
| 69 |
Experimental and numerical study on the shear behavior of web perforated cold-formed steel beams
|
Wang, Liping
|
|
|
45 |
C |
p. 2117-2136
|
artikel
|
| 70 |
Experimental and parametric study of a novel braced system to improve seismic performance
|
Ghiasvandan, Mehdi
|
|
|
45 |
C |
p. 229-242
|
artikel
|
| 71 |
Experimental assessment of dynamic and static based stiffness indices for RC structures
|
Fayyadh, Moatasem M.
|
|
|
45 |
C |
p. 459-474
|
artikel
|
| 72 |
Experimental investigation of polymer gravel slab under air contact and near-field explosions
|
Zhao, Haonan
|
|
|
45 |
C |
p. 1803-1813
|
artikel
|
| 73 |
Experimental investigation of ultra-low cycle fatigue behaviors of laminated rubber bearings in spatial grid structures
|
Wang, Xingyu
|
|
|
45 |
C |
p. 1394-1411
|
artikel
|
| 74 |
Experimental study on multi-cellular L-shaped CFST slender columns under biaxial eccentric compression
|
Zhang, Lei
|
|
|
45 |
C |
p. 2210-2225
|
artikel
|
| 75 |
Experimental study on residual bearing capacity of full-size fire-damaged prestressed concrete girders
|
Liu, Zhao
|
|
|
45 |
C |
p. 1788-1802
|
artikel
|
| 76 |
Experimental study on seismic behavior of precast concrete sandwich shear walls under high axial compression ratio
|
Xue, Weichen
|
|
|
45 |
C |
p. 400-414
|
artikel
|
| 77 |
Experimental study on seismic behavior of prefabricated reinforced concrete beams with large-diameter reinforcements
|
Jin, Lu
|
|
|
45 |
C |
p. 39-57
|
artikel
|
| 78 |
Experimental study on shear resistance of IMS prestressed friction joints with alveolar surfaces
|
Chen, Hongyu
|
|
|
45 |
C |
p. 659-669
|
artikel
|
| 79 |
Experimental study on the impact resistance of single-layer spherical reticulated shell roof panels
|
Xu, Tianli
|
|
|
45 |
C |
p. 23-38
|
artikel
|
| 80 |
Experimental study on the interface shear performance of elastic polyurethane concrete–steel plate
|
Hu, Dandan
|
|
|
45 |
C |
p. 2306-2317
|
artikel
|
| 81 |
Experimental study on the longitudinal shear transfer mechanisms and resistance in CSTC composite beams
|
Vigneri, Valentino
|
|
|
45 |
C |
p. 2022-2037
|
artikel
|
| 82 |
Experimental study on the mechanical behaviour of short chopped basalt fibre reinforced concrete beams
|
Liu, Qian
|
|
|
45 |
C |
p. 1110-1123
|
artikel
|
| 83 |
Exploring the performance of experimentally benchmarked RC bridge pier models when subjected to sequential seismic shocks
|
Ge, Xiao
|
|
|
45 |
C |
p. 1530-1543
|
artikel
|
| 84 |
Failure mode analysis and validation of hierarchical sandwich structures under compression
|
Guo, Xinxun
|
|
|
45 |
C |
p. 787-798
|
artikel
|
| 85 |
Flexural behavior of prefabricated composite beam with cast-in-situ UHPC: Experimental and numerical studies
|
Shi, Feng-Wei
|
|
|
45 |
C |
p. 670-684
|
artikel
|
| 86 |
Flexural behavior of reinforced concrete beams prepared with treated Wastewater, recycled concrete Aggregates, and fly ash
|
Abushanab, Abdelrahman
|
|
|
45 |
C |
p. 2067-2079
|
artikel
|
| 87 |
Flexural behaviour of pultruded circular tubular GFRP composite truss bridges with novel non-corrosive connections
|
Higgoda, Thumitha Mandula
|
|
|
45 |
C |
p. 830-853
|
artikel
|
| 88 |
Flexural characterization and ductility assessment of small-scale mortar beams reinforced with 3D-printed polymers
|
Talha Junaid, M.
|
|
|
45 |
C |
p. 1751-1761
|
artikel
|
| 89 |
Flexure fatigue strength and failure probability of self compacting concrete made with RCA and blended cements
|
Saini, Babanpreet Singh
|
|
|
45 |
C |
p. 299-314
|
artikel
|
| 90 |
Full-scale experimental study on shear behavior of multiple-keyed epoxy joints in precast concrete segmental bridges
|
Zhang, Yongping
|
|
|
45 |
C |
p. 437-447
|
artikel
|
| 91 |
Impact response prediction and optimization of SC walls using machine learning algorithms
|
Zhao, Weiyi
|
|
|
45 |
C |
p. 390-399
|
artikel
|
| 92 |
Improving the efficiency of FRP-Confined square concrete column by rounding the sharp edges and circularizing the flat sides
|
Al-Tameemi, Hussein
|
|
|
45 |
C |
p. 1762-1773
|
artikel
|
| 93 |
Influence of strands corrosion on the flexural behavior of prestressed concrete beams
|
Campione, Giuseppe
|
|
|
45 |
C |
p. 1366-1375
|
artikel
|
| 94 |
Influences of the unsymmetrical bending on behaviour of structural members with a restrained lateral deflection
|
Zhang, Zhongwen
|
|
|
45 |
C |
p. 586-597
|
artikel
|
| 95 |
In-situ testing and finite element model updating of a long-span cable-stayed bridge with ballastless track
|
Qin, Shiqiang
|
|
|
45 |
C |
p. 1412-1423
|
artikel
|
| 96 |
Interlayer behavior investigation of box profile shear connectors in steel-concrete-steel sandwich structures
|
Khatibi, Seyed Hashem
|
|
|
45 |
C |
p. 1031-1042
|
artikel
|
| 97 |
Investigation of tie-rod connection types on stone masonry arches
|
Kursat Firat, Fatih
|
|
|
45 |
C |
p. 2185-2197
|
artikel
|
| 98 |
Machine learning-based estimation of energy dissipation capacity of RC shear walls
|
Topaloglu, Berkay
|
|
|
45 |
C |
p. 343-352
|
artikel
|
| 99 |
Machine learning-based seismic damage assessment of non-ductile RC beam-column joints using visual damage indices of surface crack patterns
|
Hamidia, Mohammadjavad
|
|
|
45 |
C |
p. 2038-2050
|
artikel
|
| 100 |
Mechanical behavior of steel-fiber-reinforced self-stressing concrete filled steel tube columns subjected to eccentric loading
|
Liu, Zhenzhen
|
|
|
45 |
C |
p. 932-950
|
artikel
|
| 101 |
Mechanism of improvement in the shear performance of RC beams due to multiple small transverse openings
|
Fu, Li
|
|
|
45 |
C |
p. 758-772
|
artikel
|
| 102 |
Meso-scale analysis of shear performance and size effect of CFRP sheets strengthened RC beams
|
Jin, Liu
|
|
|
45 |
C |
p. 1630-1645
|
artikel
|
| 103 |
Mode I fracture behavior of unidirectional bamboo laminate and its applications to the estimation of bamboo-steel-bamboo connections’ bearing capacities
|
Wu, Yao
|
|
|
45 |
C |
p. 2226-2238
|
artikel
|
| 104 |
Model for predicting the shear strength and strains of thin concrete panels retrofitted with CFRP
|
Carrillo, Julian
|
|
|
45 |
C |
p. 1424-1433
|
artikel
|
| 105 |
Modified interactive strut-and-tie modeling of reinforced concrete deep beams and corbels
|
Chetchotisak, Panatchai
|
|
|
45 |
C |
p. 284-298
|
artikel
|
| 106 |
Multi-level parabolic shape slit shear walls
|
Ahmadi, Zahra
|
|
|
45 |
C |
p. 72-82
|
artikel
|
| 107 |
Multiobjective design optimization of double arrowhead auxetic model using Lichtenberg algorithm based on metamodelling
|
Brendon Francisco, Matheus
|
|
|
45 |
C |
p. 1199-1211
|
artikel
|
| 108 |
Multi-region lifetime assessment of reinforced concrete structures subjected to carbonation and climate change
|
Bastidas-Arteaga, E.
|
|
|
45 |
C |
p. 886-899
|
artikel
|
| 109 |
New prospects for designing bridge superstructure reinforcements: Structural aspects
|
Yao, Xin
|
|
|
45 |
C |
p. 1-8
|
artikel
|
| 110 |
Numerical analysis of circular tubed high-strength concrete columns with embedded steel tubes under axial compression
|
Lu, Shiwei
|
|
|
45 |
C |
p. 1124-1138
|
artikel
|
| 111 |
Numerical evaluation of the perfobond (PBL) shear connector with transverse rebar using coupled rigid Body spring model (RBSM) and solid finite element method (FEM)
|
Shoaib Karam, Muhammad
|
|
|
45 |
C |
p. 1544-1560
|
artikel
|
| 112 |
Numerical simulation study of the contact relationship between the external supporting arch and the surrounding rock in a soft rock roadway
|
Liu, Jun-feng
|
|
|
45 |
C |
p. 2080-2090
|
artikel
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Numerical study of the effect of Post-Liquefaction settlements on the response of infilled RC-frames
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Optimal arch shape of long-span open-spandrel arch bridges under vertical permanent loads
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Zhang, Guojing
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Optimized extreme gradient boosting machine learning for estimating diaphragm wall deflection of 3D deep braced excavation in sand
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Parameter identification of unsaturated seepage model of core rockfill dams using principal component analysis and multi-objective optimization
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Parametric investigation of GFRP-RCC jute fibre-reinforced recycled aggregate concrete elements
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El Ouni, Mohamed Hechmi
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Performance evaluation of confined dry-stacked block masonry against blast loading
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Ullah, Azmat
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Prediction of fragility deterioration of earthquake-damaged RC structure based on damaged section analysis
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Ma, Juntao
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Prediction of punching shear capacity of concrete slabs reinforced with additional middle-thickness rebar mesh
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Hassan Ibrahim, Hatem
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Pseudo-dynamic test and numerical analyses of staggered truss framing systems
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Zhou, Xuhong
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Qualification of the Ernst formula for modeling the sag effect of super-long stay cables in the long-span railway cable-stayed bridges
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Wen, Ying
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Quantification of seismic performance factors for modular corner-supported steel bracing system
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Farajian, Mostafa
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Reformulation of a phenomenological model for symmetric rate-independent hysteresis
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De Gregorio, Daniela
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Reliability-based design optimization of the frame structures using the force method and SORA-DM framework
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Kaveh, Ali
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Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings
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Fadel Miguel, Leandro F.
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Residual behaviour of corroded reinforcements after high temperature exposure
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Ba, Guangzhong
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Retraction notice to “Effect of EBR- and EBROG-GFRP laminate on the structural performance of corroded reinforced concrete columns subjected to a hysteresis load” [Structures 34 (2021) 1525–1544]
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Karimipour, Arash
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Safety assessment of existing RC bridge piers subjected to vehicle impact
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Zhao, Wuchao
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Seismic collapse safety based optimization of steel Moment-Resisting frames
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Gholizadeh, Saeed
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Seismic demand assessment on K-configuration eccentrically braced frames
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Li, Hongwei
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Seismic fragility and loss assessment on earthquake-resilient double-column tall piers with shear links subjected to far-field and near-fault ground motions
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Ye, Lihao
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p. 1774-1787
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Seismic fragility curves development for double-column piers of highway bridges applying Cox hazard models of survival analyses
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Lu, Guanya
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Seismic fragility of tall buildings considering soil structure interaction (SSI) effects
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Forcellini, Davide
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Seismic performance assessment of a historical masonry-infilled RC building located in the historical peninsula of Istanbul (1940s)
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Gunes, Baris
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Seismic performance of crack-damaged masonry wall structures via shaking table tests
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Choi, Youngjun
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Seismic performance of precast shear wall of insufficient grouting material strength strengthened with steel plate
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Gu, Sheng
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Seismic research on column base joint of L-shaped CFST columns under cyclic loading
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Chen, Zhihua
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Seismic response and aftershock fragility curves for Non-ductile Mid-rise buildings comprised of reinforced concrete frame with masonry infill
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Fikri, Rijalul
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Seismic response and kinematic mechanisms of single-story pavilion-type timber frame based on shaking table test
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Sun, Zuoshuai
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Seismic response of acceleration-sensitive nonstructural components in a Thin Lightly-Reinforced Concrete Wall (TLRCW) mid-rise building
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Obando, Juan Carlos
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Seismic response prediction of RC bridge piers through stacked long short-term memory network
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Yazdanpanah, Omid
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Seismic responses of a liquid storage tank considering structure-soil-structure interaction
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Jing, Wei
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Semi-quantitative risk analysis of high concrete face rockfill dams under seismic action
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Bu, Peng
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Shaking table test of a half-scale three-story non-ductile RC building subjected to near-fault ground motions: Experimental and numerical modeling
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Sharma, Raju
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Shape-memory alloy-friction isolator enhanced with inertia pendulum for seismic mitigation of bridges
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Zhang, Zhenhua
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Shear bearing capacity of steel-reinforced recycled aggregate concrete short beams based on modified compression field theory
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Ke, Xiao-jun
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Shear behavior of large studs and novel bolted connectors in steel-UHPC composite beams
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Chen, Xin
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Shear behaviour of infra lightweight concrete (ILC) without stirrups
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Shear strengths of joints with roughened concrete surfaces and post-installed dowel bars subjected to normal and shear stresses for seismically retrofitted structures
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Takase, Yuya
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Simplified analytical solution for responses of fault-crossing tunnels with flexible joints under fault movement
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Strengthening of conventional columns through RPC sandwich tube against blast loading
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Structural nonlinear damage identification based on Bayesian optimization GNAR/GARCH model and its experimental study
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Study on Dimensionless Mid-tower Stiffness of Three-Tower Self-Anchored Suspension Bridges Based on an Analytical Approach
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Liu, Shuang
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Study on the behavior of high-strength friction-grip bolts under combined shear and tensile forces
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Zhang, Yujie
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The assessment of the interaction between base isolation (BI) technique and soil structure interaction (SSI) effects with 3D numerical simulations
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The construction mechanical behavior and deformation characteristics of lining structure:a case study of large-span and small-clearance tunnels
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The effect of geometric dimensions on the lateral bearing capacity of the masonry arches
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Theoretical, experimental and numerical studies on a novel laminated viscoelastomer-filled steel tube damper
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Zhou, Yun
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Ultra-high precise Stack-LSTM-CNN model of temperature-induced deflection of a cable-stayed bridge for detecting bridge state driven by monitoring data
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Yue, Zixiang
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Unified numerical model of wind-induced response of long-span structures: Aerostatic torsional divergence, flutter, and random buffeting
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Wang, Shi-jun
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Wavelet analysis and NDT for condition assessment of historic Masonry Bridge
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Kilic, Gokhan
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