| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Active control of structures using genetic algorithm with dynamic weighting factors using in the constrained objective function
|
Banaei, Ali
|
|
|
47 |
C |
p. 189-200
|
artikel
|
| 2 |
A dimension-wise analysis driven active learning paired-Kriging (DWA-ALK) method for the hybrid reliability analysis
|
Shen, Chen
|
|
|
47 |
C |
p. 939-952
|
artikel
|
| 3 |
Alternative ring flange models for buckling verification of tubular steel wind turbine towers via advanced numerical analyses and comparison to code provisions
|
Gantes, Charis J.
|
|
|
47 |
C |
p. 1366-1382
|
artikel
|
| 4 |
An adaptive neuro fuzzy inference system model for studying free in plane and out of plane vibration behavior of curved beams
|
Mohanty, Nupur
|
|
|
47 |
C |
p. 1836-1845
|
artikel
|
| 5 |
Analysis and enhancement of the new Eurocode 5 formulations for the lateral elastic deformation of LTF and CLT walls
|
Aloisio, Angelo
|
|
|
47 |
C |
p. 1940-1956
|
artikel
|
| 6 |
Analysis and prediction methods for the static properties of reinforced concrete beams under fire
|
Liu, Chaofeng
|
|
|
47 |
C |
p. 2319-2330
|
artikel
|
| 7 |
Analysis of anti-collision performance of a new assembled rolling guardrail
|
Yao, Juncheng
|
|
|
47 |
C |
p. 246-259
|
artikel
|
| 8 |
An analytical method for assessing the live load deformation of a suspension bridge with an improved central buckle
|
Zhang, Wen-ming
|
|
|
47 |
C |
p. 1341-1351
|
artikel
|
| 9 |
A new higher-order mixed four-node quadrilateral finite element for static bending analysis of functionally graded plates
|
Van Vinh, Pham
|
|
|
47 |
C |
p. 1595-1612
|
artikel
|
| 10 |
A new non-gradient-based topology optimization algorithm with black–white density and manufacturability constraints
|
Goto, Tiago G.
|
|
|
47 |
C |
p. 1900-1911
|
artikel
|
| 11 |
An experimental and numerical analysis of the fire resistance of concrete elements incorporating ROBOVOID void formers
|
Loh, Thomas W.
|
|
|
47 |
C |
p. 2452-2464
|
artikel
|
| 12 |
An experimental and numerical study of the strengthening of masonry brick vaults
|
Tanriverdi, Sukran
|
|
|
47 |
C |
p. 800-813
|
artikel
|
| 13 |
An improved bat algorithms for optimization design of truss structures
|
Vu-Huu, T.
|
|
|
47 |
C |
p. 2240-2258
|
artikel
|
| 14 |
A novel active tendon pendulum tuned mass damper and its application in transient vibration control
|
Ershadbakhsh, Amir Mohsen
|
|
|
47 |
C |
p. 2273-2280
|
artikel
|
| 15 |
Application of 3D cellular automata-based analysis to chloride diffusion process in concrete bridges
|
Al-samawi, Mohammed
|
|
|
47 |
C |
p. 500-519
|
artikel
|
| 16 |
A rapid machine learning-based damage detection algorithm for identifying the extent of damage in concrete shear-wall buildings
|
Mahmoudi, Hossein
|
|
|
47 |
C |
p. 482-499
|
artikel
|
| 17 |
A simplified formula for the determination of the fundamental period of mixed structures with vertical combination of different seismic resisting systems
|
Saadatkhah, Amir
|
|
|
47 |
C |
p. 681-693
|
artikel
|
| 18 |
A simplified method for fatigue life evaluation of welded joints in OSD considering welding residual stress relaxation
|
Zhong, Wen
|
|
|
47 |
C |
p. 165-176
|
artikel
|
| 19 |
Assessment of Eurocode shear design provisions for cold-formed steel sections
|
Gatheeshgar, Perampalam
|
|
|
47 |
C |
p. 2066-2073
|
artikel
|
| 20 |
Assessment of the effects of non-structural components on the seismic reliability of structures via a block diagram method
|
Mohsenian, Vahid
|
|
|
47 |
C |
p. 2050-2065
|
artikel
|
| 21 |
A symplectic homotopy perturbation method for random structural dynamics response analysis based on Birkhoffian systems
|
Qiu, Zhiping
|
|
|
47 |
C |
p. 1668-1679
|
artikel
|
| 22 |
Axial compression behavior of strength-gradient composite stub columns encased CFST with small diameter: Experimental and numerical investigation
|
Ji, Jing
|
|
|
47 |
C |
p. 282-298
|
artikel
|
| 23 |
Basic static behaviours of an arch-cable composite bridge
|
Chai, Shengbo
|
|
|
47 |
C |
p. 1548-1557
|
artikel
|
| 24 |
Behavior of high-strength stainless steel S600E welded I-section beams
|
Zheng, Baofeng
|
|
|
47 |
C |
p. 2381-2396
|
artikel
|
| 25 |
Bending-shear interaction buckling of stainless steel plate girders: Numerical investigation and design method
|
Chen, Xiaowan
|
|
|
47 |
C |
p. 2113-2128
|
artikel
|
| 26 |
Bidirectional effect of earthquake on low-rise RC frames with and without the consideration of In-plane effect of unreinforced masonry infill
|
Uprety, Rupesh
|
|
|
47 |
C |
p. 648-664
|
artikel
|
| 27 |
Bond-slip behavior between high-strength steel tube and Ultra-high Performance Concrete
|
Cao, Xuan
|
|
|
47 |
C |
p. 1498-1510
|
artikel
|
| 28 |
Calculations of additional axial force and coupling ratio for coupled shear walls
|
Zhang, Lingxin
|
|
|
47 |
C |
p. 1531-1547
|
artikel
|
| 29 |
Compressive strength prediction of hollow concrete masonry blocks using artificial intelligence algorithms
|
Fakharian, Pouyan
|
|
|
47 |
C |
p. 1790-1802
|
artikel
|
| 30 |
Confined masonry in seismic regions: Application to a prototype building in nepal
|
Acharya, Ojaswi
|
|
|
47 |
C |
p. 2281-2299
|
artikel
|
| 31 |
Damage assessment of RC bridge piers under rockfall impact and evaluation of a steel-sand protective structure
|
Zhong, Hanqing
|
|
|
47 |
C |
p. 607-624
|
artikel
|
| 32 |
Damage mechanism and experimental study of continuous bridges equipped with Sc-FSB
|
Zhang, Wenxue
|
|
|
47 |
C |
p. 396-411
|
artikel
|
| 33 |
Design methodology and modified shear constitutive model of the shear pin connection
|
Yang, Mianyue
|
|
|
47 |
C |
p. 1225-1240
|
artikel
|
| 34 |
Development of adjustable fluid damper device for the bridges subjected to traffic loads
|
Farahpour, Hengameh
|
|
|
47 |
C |
p. 1295-1322
|
artikel
|
| 35 |
Development of Non-sticking Steady-State solution for structures with hybrid damping mechanism
|
Ziaee, Mohammad
|
|
|
47 |
C |
p. 233-245
|
artikel
|
| 36 |
Direct generation of finite element mesh using 3D laser point cloud
|
Cui, Lizhuang
|
|
|
47 |
C |
p. 1579-1594
|
artikel
|
| 37 |
Dynamic analysis on monopile supported offshore wind turbine under wave and wind load
|
Shi, Yusha
|
|
|
47 |
C |
p. 520-529
|
artikel
|
| 38 |
Early stages wind load assessment using Computational Fluid Dynamics: The new Bologna Stadium roof
|
Xing, Jin
|
|
|
47 |
C |
p. 1912-1926
|
artikel
|
| 39 |
Effect of additional constraints of push-out test on the mechanical properties of perfobond shear connectors
|
Zou, Yang
|
|
|
47 |
C |
p. 991-1004
|
artikel
|
| 40 |
Effect of delamination size, location and boundary conditions on the behavior of a laminated glass plate
|
Dural, Ebru
|
|
|
47 |
C |
p. 121-133
|
artikel
|
| 41 |
Effect of frost heave deformation of bridge foundation on operation safety of high-speed railway
|
Tan, Zhuang
|
|
|
47 |
C |
p. 2099-2112
|
artikel
|
| 42 |
Effect of using Engineered Cementitious Composites (ECC) on failure behavior of flat slab-column connections
|
Amiri, Mohammad
|
|
|
47 |
C |
p. 2397-2407
|
artikel
|
| 43 |
Effects of stud connection failure on displacement responses of partially damaged bridges
|
Kee, Seong-Hoon
|
|
|
47 |
C |
p. 1957-1966
|
artikel
|
| 44 |
Effects of support type and geometric shape of steel tube on concrete-encased concrete-filled steel tube beam under low velocity impact
|
Nasery, Mohammad Manzoor
|
|
|
47 |
C |
p. 781-799
|
artikel
|
| 45 |
Efficient models to evaluate the effect of C3S, C2S, C3A, and C4AF contents on the long-term compressive strength of cement paste
|
Ahmed, Ahmed
|
|
|
47 |
C |
p. 1459-1475
|
artikel
|
| 46 |
Elastic lateral-torsional buckling behavior of steel I-beams with sinusoidal web openings
|
de Carvalho, Adriano Silva
|
|
|
47 |
C |
p. 23-36
|
artikel
|
| 47 |
Energy-based collapse assessment of concentrically braced frames under mainshock-aftershock excitations
|
Pouya, Armin
|
|
|
47 |
C |
p. 925-938
|
artikel
|
| 48 |
Estimating tension of a prestressed concrete cable-stayed bridge under construction and traffic use conditions using a vision-based system
|
Kim, Sung-Wan
|
|
|
47 |
C |
p. 299-312
|
artikel
|
| 49 |
Evaluation of long-service-life cable-stayed bridge strengthening schemes using a two-phase finite element model updating technology
|
Qiu, Kai
|
|
|
47 |
C |
p. 625-637
|
artikel
|
| 50 |
Experimental and analytical behaviour of light gauge steel-fast growing timber composite shear connections
|
Zhang, Anling
|
|
|
47 |
C |
p. 1691-1709
|
artikel
|
| 51 |
Experimental and numerical investigation of blast loads induced by moving charge explosion
|
Ma, Xuejiao
|
|
|
47 |
C |
p. 2037-2049
|
artikel
|
| 52 |
Experimental and numerical investigation on masonry arch bridges under uniform and line loads
|
Hejazi, Mehrdad
|
|
|
47 |
C |
p. 665-680
|
artikel
|
| 53 |
Experimental and numerical studies on lateral low-velocity impact behaviour and residual axial strength of circular aluminum alloy (6061-T6) tubes
|
Ma, Huihuan
|
|
|
47 |
C |
p. 1250-1264
|
artikel
|
| 54 |
Experimental and numerical study on an innovative protective measure for high strength concrete using the bilayer method
|
Shan, Zhiwei
|
|
|
47 |
C |
p. 2440-2451
|
artikel
|
| 55 |
Experimental and numerical study on the shear lag behavior of l-shaped double-steel-plate composite shear wall
|
Li, Jian
|
|
|
47 |
C |
p. 1729-1742
|
artikel
|
| 56 |
Experimental and theoretical investigation of prestressed-steel-reinforced laminated bamboo lumber beams
|
Tian, Yukun
|
|
|
47 |
C |
p. 434-448
|
artikel
|
| 57 |
Experimental case study for practical implementation of real pre-stressed two layer reinforced concrete beams
|
Iskhakov, I.
|
|
|
47 |
C |
p. 1284-1294
|
artikel
|
| 58 |
Experimental investigation of heating–cooling effects on the mechanical properties of geopolymer-based high performance concrete heated to elevated temperatures
|
Liu, Kai
|
|
|
47 |
C |
p. 735-747
|
artikel
|
| 59 |
Experimental investigation of screwed beam-column connection using cold-formed steel back-to-back sections with gusset-plate
|
Maali, Merve Sagiroglu
|
|
|
47 |
C |
p. 2025-2036
|
artikel
|
| 60 |
Experimental study on axial compressive behavior of concrete-filled double-skin thin-walled steel box columns with and without PBL
|
Zhu, Weiqing
|
|
|
47 |
C |
p. 1927-1939
|
artikel
|
| 61 |
Experimental study on dynamic tensile performance of Q345 structural steel considering thickness differences
|
Wang, Haitao
|
|
|
47 |
C |
p. 891-910
|
artikel
|
| 62 |
Experimental study on the influence of scattered broken wires on the structural performance of prestressed concrete cylinder pipe
|
Dong, Xiaonong
|
|
|
47 |
C |
p. 52-62
|
artikel
|
| 63 |
Experimental study on the mechanical behaviour of castellated composite beams under a negative bending moment
|
Geng, Kai
|
|
|
47 |
C |
p. 953-965
|
artikel
|
| 64 |
Experimental study on the properties of Q960 ultra–high–strength steel after fire exposure
|
Xue, Xuanyi
|
|
|
47 |
C |
p. 2081-2098
|
artikel
|
| 65 |
Experimental tests of two span continuous concrete beams reinforced with hybrid GFRP-Steel bars
|
Araba, Almahdi Mohamed
|
|
|
47 |
C |
p. 2485-2500
|
artikel
|
| 66 |
External explosion-induced collapse failure mechanism on single-layer reticulated domes
|
Qi, Shaobo
|
|
|
47 |
C |
p. 177-188
|
artikel
|
| 67 |
Fatigue behaviour of joint-free bridges with steel and GFRP-reinforced ECC link slabs
|
Chu, K.
|
|
|
47 |
C |
p. 829-845
|
artikel
|
| 68 |
Fatigue life and fatigue reliability assessment for long-span spatial structure based on long-term health monitoring data
|
Xu, Chenjia
|
|
|
47 |
C |
p. 586-594
|
artikel
|
| 69 |
Field measurement and simplified numerical model for vibration response of subway superstructure
|
Ling, Yuhong
|
|
|
47 |
C |
p. 313-323
|
artikel
|
| 70 |
Flexural behavior and cracking of lightweight RC beams containing coarse and fine slag aggregates
|
Ismail, Mohamed K.
|
|
|
47 |
C |
p. 1005-1019
|
artikel
|
| 71 |
Flexural behavior of composite T-beam made of plastic waste aggregate concrete web and high-strength concrete flange
|
Faqe Rahim, Aso A.
|
|
|
47 |
C |
p. 2138-2147
|
artikel
|
| 72 |
Forced vibration of a novel beam model considering the shear deformation induced rotary inertia
|
Wan, Chunfeng
|
|
|
47 |
C |
p. 2541-2556
|
artikel
|
| 73 |
Framework of vehicle-bridge coupled analysis for suspension bridges under refined vehicle modeling considering realistic traffic behavior
|
Yin, Xinfeng
|
|
|
47 |
C |
p. 1991-2005
|
artikel
|
| 74 |
Generalized algorithm for horizontal thermal displacement at the pier top of a railway simple-supported girder bridge
|
Mi, Shaoxuan
|
|
|
47 |
C |
p. 725-734
|
artikel
|
| 75 |
Hybrid control of steel-concrete composite girder bridges considering the slip and shear-lag effects with MR–TMD based on train-bridge interactions
|
Tang, Qing-Chen
|
|
|
47 |
C |
p. 2300-2318
|
artikel
|
| 76 |
Hysteretic behavior of concrete-filled bimetallic tube (CFBT) columns under combined loads
|
Jiang, Hang
|
|
|
47 |
C |
p. 1396-1407
|
artikel
|
| 77 |
Hysteretic tests of stud connection subjected to combined shear and tension
|
Qin, Xi
|
|
|
47 |
C |
p. 862-874
|
artikel
|
| 78 |
Influence of bone joints on the axial compression stability of GFRP hollow cross arms
|
Si, Jianhui
|
|
|
47 |
C |
p. 374-384
|
artikel
|
| 79 |
In-plane strength of masonry wall panels: A comparison between design codes and high-fidelity models
|
Tariq, Hisham
|
|
|
47 |
C |
p. 1869-1899
|
artikel
|
| 80 |
Internal resonance of generalized suspension bridge model considering torsional-vertical vibration
|
Xu, Liang
|
|
|
47 |
C |
p. 1754-1776
|
artikel
|
| 81 |
Introducing a new seismic resisting system with dual linked column frame and rocking motion
|
Maroofi, Elham
|
|
|
47 |
C |
p. 2148-2161
|
artikel
|
| 82 |
Laminated optimization of non-uniform I-shaped beams under transversely loading with clamped-free boundary conditions
|
Soltani, M.
|
|
|
47 |
C |
p. 1524-1530
|
artikel
|
| 83 |
Lattice modelling of substandard RC beam-column joints considering localization issues
|
Demirtaş, Yunus
|
|
|
47 |
C |
p. 2515-2530
|
artikel
|
| 84 |
Lifetime seismic risk assessment of bridges with construction and aging considerations
|
Zhong, Jian
|
|
|
47 |
C |
p. 2259-2272
|
artikel
|
| 85 |
Load combination feedback of fracture in concrete dams based on monitoring data with simplified fuzzy association rules
|
Qin, Xiangnan
|
|
|
47 |
C |
p. 2354-2364
|
artikel
|
| 86 |
Local buckling in cold-formed steel built-up I-section columns: Experiments, numerical validations and design considerations
|
Sang, Liurui
|
|
|
47 |
C |
p. 134-152
|
artikel
|
| 87 |
Long-term stable and sustainable high-strength engineered cementitious composite incorporating limestone powder
|
Yu, Kequan
|
|
|
47 |
C |
p. 530-543
|
artikel
|
| 88 |
LTB analysis of pre-stressed mono-symmetric thin-walled beams with deviators under non-uniform bending moments using a simplified FEM
|
Mehdi, Agha Intizar
|
|
|
47 |
C |
p. 2331-2346
|
artikel
|
| 89 |
Maintenance interventions period of existing RC motorway viaducts located in moderate/high seismicity zones
|
Zucca, Marco
|
|
|
47 |
C |
p. 976-990
|
artikel
|
| 90 |
Mechanical behavior of secondary lining vault void and mold grouting repair considering contact effect
|
Qiao, Jinli
|
|
|
47 |
C |
p. 385-395
|
artikel
|
| 91 |
Mechanical behaviors of Tou-Kung in historic timber structures subjected to vertical load
|
Dong, Xiaoyang
|
|
|
47 |
C |
p. 1352-1365
|
artikel
|
| 92 |
Mechanical investigation and design of axially-loaded concrete columns reinforced with grade 700 MPa reinforcing bars
|
Jingfeng, Wang
|
|
|
47 |
C |
p. 1148-1166
|
artikel
|
| 93 |
Mechanical model for seismic nonlinear behavior of rubber bearings with end-rotation in highway bridges
|
Pishgahi, Farnoush
|
|
|
47 |
C |
p. 875-890
|
artikel
|
| 94 |
Mechanical properties and reinforcement technology of deep joints under static and fatigue loads
|
Chen, Ji-hao
|
|
|
47 |
C |
p. 1182-1195
|
artikel
|
| 95 |
Metal additive manufacturing in structural engineering – review, advances, opportunities and outlook
|
Gardner, Leroy
|
|
|
47 |
C |
p. 2178-2193
|
artikel
|
| 96 |
Method for the seismic performance evaluation of fasteners used for securing cultural artifacts
|
Yang, Weiguo
|
|
|
47 |
C |
p. 2006-2024
|
artikel
|
| 97 |
Modal analysis of circular arches in rectangular coordinate system
|
Li, Xiaofei
|
|
|
47 |
C |
p. 2129-2137
|
artikel
|
| 98 |
Modal based method to predict subway train-induced vibration in buildings
|
Vasheghani Farahani, M.
|
|
|
47 |
C |
p. 557-572
|
artikel
|
| 99 |
Modal parameter identification and seismic assessment of historical timber structures under near-fault and far-fault ground motions
|
Can Altunışık, Ahmet
|
|
|
47 |
C |
p. 1624-1651
|
artikel
|
| 100 |
Morphogenesis of free-form surfaces by an effective approach based on isogeometric analysis and particle swarm optimization
|
Yang, Feifei
|
|
|
47 |
C |
p. 2347-2353
|
artikel
|
| 101 |
New macroscopic model for predicting the horizontal behavior of elastomeric bearings under end-plate rotation
|
Zhang, Zixiang
|
|
|
47 |
C |
p. 1086-1093
|
artikel
|
| 102 |
Nonlinear behaviour of FRP-retrofitted RC coupled shear walls
|
El-Sokkary, Hossam
|
|
|
47 |
C |
p. 324-337
|
artikel
|
| 103 |
Novel ensemble approach to predict the ultimate axial load of CFST columns with different cross-sections
|
Nguyen, Thuy-Anh
|
|
|
47 |
C |
p. 1-14
|
artikel
|
| 104 |
Numerical simulation of the moisture transport in unsaturated concrete
|
Zhou, Yong
|
|
|
47 |
C |
p. 1846-1857
|
artikel
|
| 105 |
Numerical studies on rebar-concrete interactions of RC members under impact and explosion
|
Peng, Q.
|
|
|
47 |
C |
p. 63-80
|
artikel
|
| 106 |
Numerical study of a novel SMA-based self-centering beam-to-column connection
|
Mokhtarnejad, Negar
|
|
|
47 |
C |
p. 1033-1049
|
artikel
|
| 107 |
Numerical thermal frequency prediction of smart composite structure and experimental validation
|
Kumar, Erukala Kalyan
|
|
|
47 |
C |
p. 2408-2421
|
artikel
|
| 108 |
Omission of intermediate stiffeners in box link beams using trapezoidal corrugated webs
|
Fanaie, Nader
|
|
|
47 |
C |
p. 1050-1071
|
artikel
|
| 109 |
Optimal tracking vibration absorber for wideband vibration suppression
|
Fallahpasand, Sam
|
|
|
47 |
C |
p. 2422-2439
|
artikel
|
| 110 |
Optimization of test method for bond performance between steel bar and concrete
|
Wang, Qing
|
|
|
47 |
C |
p. 1822-1835
|
artikel
|
| 111 |
Optimization of the cable forces of completed cable-stayed bridges with differential evolution method
|
Guo, Junjun
|
|
|
47 |
C |
p. 1416-1427
|
artikel
|
| 112 |
Optimized data-driven machine learning models for axial strength prediction of rectangular CFST columns
|
Zhou, Xiao-Guang
|
|
|
47 |
C |
p. 760-780
|
artikel
|
| 113 |
Optimizing UHPC walls into trusses based on the solid isotropic material with penalization method
|
Li, Zhihao
|
|
|
47 |
C |
p. 573-585
|
artikel
|
| 114 |
Optimum number of actuators to minimize the cross-sectional area of prestressable cable and truss structures
|
Manguri, Ahmed
|
|
|
47 |
C |
p. 2501-2514
|
artikel
|
| 115 |
Parameter identification of hysteresis model of reinforced concrete columns considering shear action
|
Ma, Ying
|
|
|
47 |
C |
p. 93-104
|
artikel
|
| 116 |
Parametric analysis on the flexural behaviour of RC beams strengthened with prestressed FRP laminates
|
Chang, Xinquan
|
|
|
47 |
C |
p. 105-120
|
artikel
|
| 117 |
Parametric study on seismic demand assessment of acceleration-sensitive nonstructural components of RC frames
|
Cao, Shougang
|
|
|
47 |
C |
p. 1441-1458
|
artikel
|
| 118 |
Performance evaluation of normal- and high-strength concrete column specimens reinforced longitudinally with different ratios of GFRP bars
|
Hasan, Hayder Alaa
|
|
|
47 |
C |
p. 1428-1440
|
artikel
|
| 119 |
Performance of damaged concrete stub columns strengthened with post-tensioned CFRP under freezing-thawing environment
|
Cao, Qi
|
|
|
47 |
C |
p. 544-556
|
artikel
|
| 120 |
Performance of hollow and aluminum foam-filled multi-cell thin-walled aluminum alloy tubes (6063-T5) under axial impact
|
Li, Xianhui
|
|
|
47 |
C |
p. 1803-1821
|
artikel
|
| 121 |
Performance of RC beam-column joints with hybrid GFRP-steel reinforcement under cyclic and axial loads
|
Javan, Davoud
|
|
|
47 |
C |
p. 1408-1415
|
artikel
|
| 122 |
Performance of UHPC bridge piers subjected to heavy vehicle collisions and probability analysis of damage level
|
Liu, Yikang
|
|
|
47 |
C |
p. 212-232
|
artikel
|
| 123 |
Prediction of moment redistribution capacity in reinforced concrete beams using gene expression programming
|
Aydogan, Mehmet Safa
|
|
|
47 |
C |
p. 2209-2219
|
artikel
|
| 124 |
Progressive collapse resistance of reinforced concrete beam-column connection under fire conditions
|
Yao, Yao
|
|
|
47 |
C |
p. 1265-1283
|
artikel
|
| 125 |
Pull-out resistance of stud groups embedded in concrete
|
Lai, Zhichao
|
|
|
47 |
C |
p. 1383-1395
|
artikel
|
| 126 |
Real-time drive-by bridge damage detection using deep auto-encoder
|
Li, Zhenkun
|
|
|
47 |
C |
p. 1167-1181
|
artikel
|
| 127 |
Reliability assessment of parallel wire suspender components considering interlayer corrosion variance
|
Di, Wang
|
|
|
47 |
C |
p. 81-92
|
artikel
|
| 128 |
Reliability-based layout optimization of concentrically braced in 3D steel frames
|
Haji Mazdarani, Mohammad Javad
|
|
|
47 |
C |
p. 1094-1112
|
artikel
|
| 129 |
Research on damage effect of the concrete target under the penetration and explosion integration
|
Wei, Wan-Li
|
|
|
47 |
C |
p. 1511-1523
|
artikel
|
| 130 |
Research on fatigue performance of offshore wind turbine blade with basalt fiber bionic plate
|
Zheng, Tengteng
|
|
|
47 |
C |
p. 466-481
|
artikel
|
| 131 |
Research on plastic deformation transfer and distribution of large-diameter thin-walled metal ring parts in double-roll pendulum hot rotary forging process
|
Chen, Mingchao
|
|
|
47 |
C |
p. 2194-2208
|
artikel
|
| 132 |
Seismic behavior of RC cross-shaped column under combined torsion loading: Experiment and simulation finite element
|
Liang, Yuhan
|
|
|
47 |
C |
p. 1652-1667
|
artikel
|
| 133 |
Seismic failure risk analysis of ± 800 kV coupling filter circuit considering material strength deviation
|
Zhu, Wang
|
|
|
47 |
C |
p. 1566-1578
|
artikel
|
| 134 |
Seismic fragility and resilience assessment of bridge columns with dual-replaceable composite link beam under near-fault GMs
|
Zhong, Jian
|
|
|
47 |
C |
p. 412-424
|
artikel
|
| 135 |
Seismic fragility of lightly reinforced concrete school building typologies with different masonry infill configurations
|
Sathurshan, Mathavanayakam
|
|
|
47 |
C |
p. 1710-1728
|
artikel
|
| 136 |
Seismic performance of column-bearing silo structure with granular materials considering SSI effect
|
Yang, Jinping
|
|
|
47 |
C |
p. 595-606
|
artikel
|
| 137 |
Seismic performance of prefabricated square hollow section piers strengthened by jacketing using UHPC and high-strength steel
|
Fu, Tao
|
|
|
47 |
C |
p. 449-465
|
artikel
|
| 138 |
Seismic performance of weak-axis moment connections with reduced panel zone
|
Peker, Kerem
|
|
|
47 |
C |
p. 201-211
|
artikel
|
| 139 |
Seismic response analysis of long-span continuous girder bridge considering fluctuating friction of bearing
|
Liao, Man
|
|
|
47 |
C |
p. 2162-2177
|
artikel
|
| 140 |
Seismic response characteristics of polymer anti-seepage wall in earth dam based on earthquake wave motion input method
|
Wang, Fuming
|
|
|
47 |
C |
p. 358-373
|
artikel
|
| 141 |
Seismic retrofit of severely damaged beam-column RC joints using HPFRCC
|
Ghaderi Barmi, Cirous
|
|
|
47 |
C |
p. 1020-1032
|
artikel
|
| 142 |
Seismic risk to beam end corner in railway bridges
|
Huang, Wei
|
|
|
47 |
C |
p. 15-22
|
artikel
|
| 143 |
Semi-automatic 3D frame modelling of wooden trusses using indoor point clouds
|
Otero, Roi
|
|
|
47 |
C |
p. 1743-1753
|
artikel
|
| 144 |
Sequential Plastic Method for 2D frames limit analysis
|
Cacho-Pérez, M.
|
|
|
47 |
C |
p. 1680-1690
|
artikel
|
| 145 |
Shake table test and numerical analysis of the seismic response of buried long-distance pipeline under longitudinal non-uniform excitation
|
Dai, Jianbo
|
|
|
47 |
C |
p. 1241-1249
|
artikel
|
| 146 |
Shaking table test study on seismic performance of RC frame structure with NES
|
Yang, Haixu
|
|
|
47 |
C |
p. 153-164
|
artikel
|
| 147 |
Shear behavior of prismatic and nonprismatic beams with trapezoidal steel web corrugations considering secondary internal force induced by external prestressing
|
Su, Xiaolong
|
|
|
47 |
C |
p. 638-647
|
artikel
|
| 148 |
Shear behavior of ultra-high-performance reinforced concrete beams – Finite element and uncertainty quantification study
|
M. Abbas, Yassir
|
|
|
47 |
C |
p. 2365-2380
|
artikel
|
| 149 |
Shear behaviour of vertical inter-module connection with bolts and shear keys for MSCs
|
Shi, Feng-Wei
|
|
|
47 |
C |
p. 260-281
|
artikel
|
| 150 |
Shear strength prediction of reinforced concrete beams using machine learning
|
Sandeep, M.S.
|
|
|
47 |
C |
p. 1196-1211
|
artikel
|
| 151 |
Shock vibration and damage responses of nuclear island subjected to an aircraft crash
|
Sui, Yi
|
|
|
47 |
C |
p. 1476-1497
|
artikel
|
| 152 |
Simplified design method of pounding-unseating-prevention device for LRB isolated continuous girder bridge
|
Long, Xiaohong
|
|
|
47 |
C |
p. 1777-1789
|
artikel
|
| 153 |
Single keyed joints behaviour and capacity formulation under direct shear using non-linear finite-element analysis
|
Al-Rousan, Rajai Z.
|
|
|
47 |
C |
p. 911-924
|
artikel
|
| 154 |
Static and dynamic analyses of traditional Chinese timber columns under horizontal accelerations
|
An, Renbing
|
|
|
47 |
C |
p. 37-51
|
artikel
|
| 155 |
Static performance of steel temcor joints subjected to axial tension and compression loads
|
Mashrah, W.A.H.
|
|
|
47 |
C |
p. 1113-1133
|
artikel
|
| 156 |
Structural behaviour of air-inflated beams
|
Liu, Ping
|
|
|
47 |
C |
p. 1613-1623
|
artikel
|
| 157 |
Structural performance of seasand recycled aggregate concrete filled Solid/Hollow aluminum tubular Columns: An experimental work
|
Fayed, Sabry
|
|
|
47 |
C |
p. 1323-1340
|
artikel
|
| 158 |
Study of the resilience index for steel moment frames with reversible connections
|
Bavandi, Mohammad
|
|
|
47 |
C |
p. 814-828
|
artikel
|
| 159 |
Study on anti-progressive collapse performance of cellular steel frames with different web opening shapes
|
Zheng, Han
|
|
|
47 |
C |
p. 338-357
|
artikel
|
| 160 |
Study on impact resistance of precast light-weight concrete sandwich panels
|
Yang, Yanmin
|
|
|
47 |
C |
p. 966-975
|
artikel
|
| 161 |
Study on mechanical properties of stud connectors in steel-lightweight aggregate concrete composite structures
|
Liu, Lei
|
|
|
47 |
C |
p. 1072-1085
|
artikel
|
| 162 |
The behavior of graphene-nanoplatelets-based high-performance concrete under ambient curing
|
Ismail, Fouad Ismail
|
|
|
47 |
C |
p. 694-708
|
artikel
|
| 163 |
The effect of CFRP strip stirrups on the shear strength of SCC high strength lightweight concrete beams
|
Nawaz, W.
|
|
|
47 |
C |
p. 709-724
|
artikel
|
| 164 |
Time-dependent seismic performance assessment of RC buildings exposed to corrosion
|
Colak, Huseyin
|
|
|
47 |
C |
p. 1134-1147
|
artikel
|
| 165 |
Topology optimisation of architected cellular materials from additive manufacturing: Analysis, design, and experiments
|
Montemurro, Marco
|
|
|
47 |
C |
p. 2220-2239
|
artikel
|
| 166 |
Ultimate bearing capacity of composite beams with reinforced web opening under hogging moment: Practical calculation method
|
Zhou, Xiang
|
|
|
47 |
C |
p. 2531-2540
|
artikel
|
| 167 |
Ultimate failure load analysis of cross-laminated timber panels subjected to in-plane compression
|
Heinisuo, Markku
|
|
|
47 |
C |
p. 1558-1565
|
artikel
|
| 168 |
Ultra-high performance recycled steel fiber reinforced concrete segments under the thrust force of TBM jacks and their environmental potentialities
|
Gholami, Esmail
|
|
|
47 |
C |
p. 2465-2484
|
artikel
|
| 169 |
Vehicle ride comfort analysis on sea-crossing bridges under drift ice load
|
Wu, Tianyu
|
|
|
47 |
C |
p. 846-861
|
artikel
|
| 170 |
Versatile hysteretic model of reinforcing steel bars with buckling
|
Massone, Leonardo M.
|
|
|
47 |
C |
p. 1858-1868
|
artikel
|
| 171 |
Vertical human-structure interaction of a simply-supported steel-glass composite footbridge under both standing and moving pedestrians
|
Wang, Zhihao
|
|
|
47 |
C |
p. 1212-1224
|
artikel
|
| 172 |
Web crippling design of cold-formed stainless steel channels under interior-two-flange loading condition using deep belief network
|
Fang, Zhiyuan
|
|
|
47 |
C |
p. 1967-1990
|
artikel
|
| 173 |
Web geometry optimisation of novel latticed LVL-webbed timber I-joists
|
Harte, Annette M.
|
|
|
47 |
C |
p. 748-759
|
artikel
|
| 174 |
Wind load assessment with the JPDF of wind speed and direction based on SHM data
|
Ding, Yang
|
|
|
47 |
C |
p. 2074-2080
|
artikel
|
| 175 |
Wind vibration responses of structure with generalized Maxwell model viscoelastic dampers
|
Li, Chuangdi
|
|
|
47 |
C |
p. 425-433
|
artikel
|
Tijdschrift beschrijving