nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Acoustic emission monitoring for bond integrity evaluation of reinforced concrete under pull-out tests
|
Abouhussien, Ahmed A |
|
2017 |
|
9 |
p. 1390-1405 |
artikel |
2 |
Adaptive multiple tuned mass dampers based on modal parameters for earthquake response reduction in multi-story buildings
|
Rahman, Mohammad Sabbir |
|
2017 |
|
9 |
p. 1375-1389 |
artikel |
3 |
Advanced Analysis of Prestressed Hollow Core Concrete Slabs Exposed to Different Fires
|
Ellobody, Ehab |
|
2014 |
|
9 |
p. 1281-1298 |
artikel |
4 |
An advanced pseudo excitation method and application in analyzing stochastic wind-induced response of slender bridge tower
|
Zhu, Siyu |
|
2019 |
|
9 |
p. 2021-2032 |
artikel |
5 |
Analytical and simplified models for dynamic analysis of short skew bridges under moving loads
|
Nguyen, Khanh |
|
2019 |
|
9 |
p. 2076-2088 |
artikel |
6 |
Analytical investigation of reinforced concrete frames under middle column removal scenario
|
Mohajeri Nav, Foad |
|
2018 |
|
9 |
p. 1388-1401 |
artikel |
7 |
An element incorporating cracking for reinforced concrete skeletal structures at service load
|
Patel, KA |
|
2017 |
|
9 |
p. 1257-1276 |
artikel |
8 |
A Phenomenological Model for Superelastic Shape Memory Alloy Helical Springs
|
Huang, Bin |
|
2015 |
|
9 |
p. 1345-1354 |
artikel |
9 |
Applications, Behaviour and Design of Composite Steel-Concrete Structures
|
Uy, B. |
|
2012 |
|
9 |
p. 1559-1571 |
artikel |
10 |
A Probabilistic Study on the Ductility of Reinforced Concrete Sections
|
Baji, Hassan |
|
2014 |
|
9 |
p. 1315-1327 |
artikel |
11 |
A state space technique for modal identification of coupled structure–tuned mass damper systems from vibration measurement
|
Cao, Zhang |
|
2019 |
|
9 |
p. 2048-2060 |
artikel |
12 |
A Two-Step Approach for Structural Damage Localization and Quantification Using Static and Dynamic Response Data
|
Zhu, J.J. |
|
2015 |
|
9 |
p. 1415-1425 |
artikel |
13 |
Behavior and modeling of fiber-reinforced polymer-confined concrete in elliptical columns
|
Teng, JG |
|
2016 |
|
9 |
p. 1359-1378 |
artikel |
14 |
Behavior of a Novel Circular HSC Column with Double High Strength Spirals
|
Yang, Fang |
|
2015 |
|
9 |
p. 1371-1382 |
artikel |
15 |
Behaviour of Headed Shear Stud in Composite Beams with Profiled Metal Decking
|
Qureshi, Jawed |
|
2012 |
|
9 |
p. 1547-1558 |
artikel |
16 |
Calculation of Dynamic Response Sensitivity to Substructural Damage Identification under Moving Load
|
Zhu, Hongping |
|
2013 |
|
9 |
p. 1621-1631 |
artikel |
17 |
Comparison of chloride penetration into surface-treated concrete in artificial and natural environments
|
Dong, Jianfeng |
|
2017 |
|
9 |
p. 1315-1324 |
artikel |
18 |
Comparisons between Modal-Parameter-Based and Flexibility-Based Damage Identification Methods
|
Wang, X.J. |
|
2013 |
|
9 |
p. 1611-1619 |
artikel |
19 |
Damage detection of a bridge model based on operational dynamic strain measurements
|
Wang, T |
|
2016 |
|
9 |
p. 1379-1389 |
artikel |
20 |
Damage Evaluation for RC Bridge Piers Using Vibration Measurement
|
Ko, Yung-Yen |
|
2015 |
|
9 |
p. 1501-1515 |
artikel |
21 |
Decision tree–based seismic damage prediction for reinforcement concrete frame buildings considering structural micro-characteristics
|
Su, Liang |
|
2019 |
|
9 |
p. 2097-2109 |
artikel |
22 |
Development of Seismic Collapse Capacity Spectra and Parametric Study
|
Shi, Wei |
|
2014 |
|
9 |
p. 1241-1255 |
artikel |
23 |
Dynamic interaction between bridge pier and its large pile foundation considering earthquake and scour depths
|
Xu, Yan |
|
2016 |
|
9 |
p. 1390-1402 |
artikel |
24 |
Effect of Random Distribution of Member Length Imperfection on Collapse Behavior and Reliability of Flat Double-Layer Grid Space Structures
|
Sheidaii, Mohammad Reza |
|
2015 |
|
9 |
p. 1475-1485 |
artikel |
25 |
Effects of Test Parameters on Fracture and Fatigue Characteristics of a SE(T) Steel Specimen
|
Nemati, Navid |
|
2014 |
|
9 |
p. 1359-1371 |
artikel |
26 |
Elastic Design of Slender High-Strength RC Circular Columns Confined with External Tensioned Steel Straps
|
Chau-Khun, Ma |
|
2015 |
|
9 |
p. 1487-1499 |
artikel |
27 |
Empirical Modeling of Distortional Buckling Strength of Half-Through Bridge Girders via Stepwise Regression Method
|
Tohidi, S. |
|
2015 |
|
9 |
p. 1383-1397 |
artikel |
28 |
Evaluation of Structural Responses on Artificial Fatigue Crack for Bulb Rib Orthotropic Deck
|
Kainuma, S. |
|
2015 |
|
9 |
p. 1355-1369 |
artikel |
29 |
Experimental and Numerical Analysis of Complex Welded Tubular DKYY-Joints
|
Chiew, Sing-Ping |
|
2012 |
|
9 |
p. 1573-1582 |
artikel |
30 |
Experimental and numerical investigation of the seismic performance of an A-frame–truss–column hybrid supporting structure
|
Yao, Zeliang |
|
2017 |
|
9 |
p. 1277-1298 |
artikel |
31 |
Experimental and numerical investigation on enhancing the structural integrity of composite sandwich structure
|
Mostafa, A |
|
2019 |
|
9 |
p. 2149-2162 |
artikel |
32 |
Experimental and numerical investigations of the seismic performance of columns with fiber-reinforced concrete in theplastic hinge region
|
Liang, Xingwen |
|
2016 |
|
9 |
p. 1484-1499 |
artikel |
33 |
Experimental and numerical study on a novel ribbed bracing system
|
Golafshani, Ali Akbar |
|
2018 |
|
9 |
p. 1349-1360 |
artikel |
34 |
Experimental investigation on longitudinal and transverse temperature distribution in a horseshoe shaped tunnel fire
|
Gao, Yunji |
|
2019 |
|
9 |
p. 2089-2096 |
artikel |
35 |
Experimental Studies on Seismic Performance of Subsidiary Piers for Long Span Cable-Stayed Bridge with Energy Dissipation
|
Sun, Limin |
|
2013 |
|
9 |
p. 1567-1577 |
artikel |
36 |
Experimental Study on Dynamic Deformation Characteristics of Weathered Conglomerate under Cyclic Loading
|
Dan, Zhao |
|
2013 |
|
9 |
p. 1587-1595 |
artikel |
37 |
Experimental Study on Mitigation Devices of Aeolian Vibration of Bundled Conductors
|
Li, Li |
|
2013 |
|
9 |
p. 1557-1565 |
artikel |
38 |
Experimental study on screw connections in cold-formed steel walls with cement sheathing
|
Abu-Hamd, Metwally |
|
2019 |
|
9 |
p. 2033-2047 |
artikel |
39 |
Experimental study on seismic performance of reinforced concrete column retrofitted by asymmetric increased single lateral section
|
Liu, Chunyang |
|
2017 |
|
9 |
p. 1325-1339 |
artikel |
40 |
Failure Behavior of Axially Loaded Tubular Y-Joints under Fire
|
Fei, Gao |
|
2013 |
|
9 |
p. 1523-1533 |
artikel |
41 |
Finite Element Analysis of Distortional Lateral Buckling of Continuous Composite Beams with Transverse Web Stiffeners
|
Chen, Shiming |
|
2012 |
|
9 |
p. 1607-1616 |
artikel |
42 |
Finite element modelling and design of composite bridges with profiled steel sheeting
|
Ellobody, Ehab |
|
2017 |
|
9 |
p. 1406-1430 |
artikel |
43 |
Finite element study of effect of parameters on stress distribution of steel shim in elastomeric bearings
|
Zhang, Rui-jun |
|
2019 |
|
9 |
p. 2124-2135 |
artikel |
44 |
Flexural behaviour of glass fibre-reinforced polymer and ultra-high-strength fibre-reinforced concrete composite beams subjected to elevated temperature
|
Wijayawardane, Isuru Sanjaya Kumara |
|
2017 |
|
9 |
p. 1357-1374 |
artikel |
45 |
Foreword
|
Liew, Richard |
|
2012 |
|
9 |
p. i |
artikel |
46 |
Free Vibration Analysis of the Tube-In-Tube Tall Buildings with the Differential Transform Method
|
Bozdogan, K.B. |
|
2014 |
|
9 |
p. 1271-1279 |
artikel |
47 |
Fuzzy Similarity Approach for Ranking and Health Assessment of Towers Based on Visual Inspection
|
Verma, Mohit |
|
2015 |
|
9 |
p. 1399-1414 |
artikel |
48 |
Gaussian Process Machine-Learning Method for Structural Reliability Analysis
|
Su, Guoshao |
|
2014 |
|
9 |
p. 1257-1270 |
artikel |
49 |
Guest Editorial
|
Zhu, Hongping |
|
2013 |
|
9 |
p. i |
artikel |
50 |
Hybrid fibre-reinforced polymer–timber thin-walled structural members
|
Fernando, Dilum |
|
2018 |
|
9 |
p. 1409-1417 |
artikel |
51 |
Investigation of ductile fracture behavior of lap-welded joints with 460 MPa steel
|
Shi, Gang |
|
2018 |
|
9 |
p. 1376-1387 |
artikel |
52 |
Long-Term Deflections of Crushed Limestone Sand Concrete Beams
|
Zhang, Yaoting |
|
2013 |
|
9 |
p. 1535-1543 |
artikel |
53 |
Mechanically Consistent Scaling of Composite Beam-Column Joints
|
Dorka, Uwe E. |
|
2012 |
|
9 |
p. 1597-1606 |
artikel |
54 |
Mitigation of Progressive Collapse in Multi-Storey Buildings
|
Izzuddin, B.A. |
|
2012 |
|
9 |
p. 1505-1520 |
artikel |
55 |
Modal parameter identification of a spectator–grandstand interaction model under different rhythmic activities
|
Naranjo-Pérez, Javier |
|
2019 |
|
9 |
p. 2061-2075 |
artikel |
56 |
Modelling of Two Dimensional Reinforced Concrete Beam-Column Joints Subjected to Monotonic Loading
|
Long, X. |
|
2015 |
|
9 |
p. 1461-1474 |
artikel |
57 |
Multi-objective differential evolution for truss design optimization with epistemic uncertainty
|
Su, Yu |
|
2016 |
|
9 |
p. 1403-1419 |
artikel |
58 |
Neural networks for lateral torsional buckling strength assessment of cellular steel I-beams
|
Sharifi, Yasser |
|
2019 |
|
9 |
p. 2192-2202 |
artikel |
59 |
Nonlinear cumulative damage model and application to bridge fatigue life evaluation
|
Wang, Huili |
|
2018 |
|
9 |
p. 1402-1408 |
artikel |
60 |
Numerical analysis on seismic behaviors of T-shaped concrete-filled steel tubular columns with reinforcement stiffeners
|
Liu, Jiepeng |
|
2018 |
|
9 |
p. 1273-1287 |
artikel |
61 |
Numerical evaluation of structural stay-in-place formwork in textile reinforced cement composite for concrete shells
|
Verwimp, Evy |
|
2016 |
|
9 |
p. 1500-1513 |
artikel |
62 |
Numerical simulation of wind characteristics at bridge site considering thermal effects
|
Zhang, Mingjin |
|
2018 |
|
9 |
p. 1313-1326 |
artikel |
63 |
On the aerodynamic characteristics of stay cables attached with helical wires
|
Li, Shouying |
|
2018 |
|
9 |
p. 1262-1272 |
artikel |
64 |
Optimal transverse position for overweight trucks to cross simply supported multi-girder bridges
|
Yan, Junyuan |
|
2018 |
|
9 |
p. 1251-1261 |
artikel |
65 |
Optimum Joint Detail for a General Cold-Formed Steel Portal Frame
|
Wrzesien, A. |
|
2012 |
|
9 |
p. 1623-1639 |
artikel |
66 |
Parametric analysis of viscoelastic hyperboloidal helical rod
|
Ermis, M |
|
2016 |
|
9 |
p. 1420-1434 |
artikel |
67 |
Performance of recycled aggregate concrete–filled square steel tubular columns exposed to fire
|
Yang, You-Fu |
|
2017 |
|
9 |
p. 1340-1356 |
artikel |
68 |
Predicting Ductile Crack Initiation in Steel Bridge Piers with Unstiffened Box Section under Specific Cyclic Loadings Using Detailed and Simplified Evaluation Methods
|
Kang, Lan |
|
2015 |
|
9 |
p. 1427-1442 |
artikel |
69 |
Probability Analysis of Corrosion Process of Corroded RC Flexural Member in Marine Environment
|
Feng, Yun-Fen |
|
2014 |
|
9 |
p. 1299-1314 |
artikel |
70 |
Recent Advances in Design of Steel and Composite Beams with Web Openings
|
Chung, K.F. |
|
2012 |
|
9 |
p. 1521-1536 |
artikel |
71 |
Recent Developments on High Performance Steel for Buildings
|
Shi, Yongjiu |
|
2012 |
|
9 |
p. 1617-1622 |
artikel |
72 |
Redundancy theory and evaluation index of cable–strut system
|
Jiang, Shuhui |
|
2019 |
|
9 |
p. 2110-2123 |
artikel |
73 |
Second-Order Analysis and Experiments of Semi-Rigid and Imperfect Domes
|
Fong, M. |
|
2012 |
|
9 |
p. 1537-1546 |
artikel |
74 |
Seismic Analysis of Adjacent Inelastic Structures Connected with Hysteretic Dampers under Near-Fault Earthquakes
|
Huang, X. |
|
2013 |
|
9 |
p. 1487-1497 |
artikel |
75 |
Seismic analysis of nonlinear offshore moored floating structures
|
Wang, Kun |
|
2018 |
|
9 |
p. 1361-1375 |
artikel |
76 |
Seismic Behavior of Long-Span Connected Structures under Multi-Supported and Multi-Dimensional Earthquake Excitations
|
Lin, W. |
|
2013 |
|
9 |
p. 1579-1586 |
artikel |
77 |
Seismic behaviour of steel-reinforced ultra-high-strength concrete composite frame: Experimental study
|
Zhang, Jiancheng |
|
2019 |
|
9 |
p. 2179-2191 |
artikel |
78 |
Seismic performance comparison between precast beam joints and cast-in-place beam joints
|
Liu, Hongtao |
|
2017 |
|
9 |
p. 1299-1314 |
artikel |
79 |
Seismic Performance of Prestressed High Strength Concrete Pile to Pile Cap Connections
|
Wang, Tiecheng |
|
2014 |
|
9 |
p. 1329-1342 |
artikel |
80 |
Seismic Performance Upgrading for Underground Structures by Introducing Shear Panel Dampers
|
Chen, Zhi-Yi |
|
2014 |
|
9 |
p. 1343-1357 |
artikel |
81 |
Seismic responses of steel frame structures with self-centering energy dissipation braced on shape memory alloy cables
|
Dong, Huihui |
|
2019 |
|
9 |
p. 2136-2148 |
artikel |
82 |
Seismic Risk Analysis of Steel-MRFs by Means of Fragility Curves in High Seismic Zones
|
Farsangi, E. Noroozinejad |
|
2014 |
|
9 |
p. 1227-1240 |
artikel |
83 |
Self-centering links using post-tensioned composite tendons
|
Xu, Xian |
|
2018 |
|
9 |
p. 1302-1312 |
artikel |
84 |
Shake Table Test on Seismic Response of a Precast Frame with Recycled Aggregate Concrete
|
Xiao, Jianzhuang |
|
2015 |
|
9 |
p. 1517-1534 |
artikel |
85 |
Short-term behaviour of reinforced and steel fibre–reinforced concrete composite slabs with steel decking under negative bending moment
|
Gholamhoseini, Alireza |
|
2018 |
|
9 |
p. 1288-1301 |
artikel |
86 |
State-of-the-art review on bridge weigh-in-motion technology
|
Yu, Yang |
|
2016 |
|
9 |
p. 1514-1530 |
artikel |
87 |
Static and fatigue performance of the bolt-connected structural jointed of deep corrugated steel plate member
|
Ju, Minkwan |
|
2016 |
|
9 |
p. 1435-1445 |
artikel |
88 |
Statistical Analysis of Basic Dynamic Characteristics of Large Span Cable-Stayed Bridge Based on High Order Perturbation Stochastic FEM
|
Huang, Bin |
|
2013 |
|
9 |
p. 1499-1512 |
artikel |
89 |
Stochastic Optimal Control of Stayed Cable Vibrations with Wide-Band Random Wind Excitation Using Axial Support Motion
|
Fu, Bing |
|
2015 |
|
9 |
p. 1535-1550 |
artikel |
90 |
Structural finite element model updating by using response surfaces and radial basis functions
|
Zhou, Linren |
|
2016 |
|
9 |
p. 1446-1462 |
artikel |
91 |
Structural Nonlinear Damage Identification Algorithm Based on Time Series ARMA/GARCH Model
|
Chen, Liu-Jie |
|
2013 |
|
9 |
p. 1597-1609 |
artikel |
92 |
Study on the shear wall structure with combined form of replaceable devices
|
Chen, Cong |
|
2018 |
|
9 |
p. 1327-1348 |
artikel |
93 |
Theoretical analysis and experimental study on sensitivity of element-length error in cable-strut tensile structures
|
Chen, Lian-Meng |
|
2016 |
|
9 |
p. 1463-1471 |
artikel |
94 |
Time-Dependent Behaviors of Prestressed Concrete Track Girders under Sustained Loads
|
Xue, Weichen |
|
2013 |
|
9 |
p. 1545-1556 |
artikel |
95 |
Ultimate Compressive Strength of Cold-Formed Steel Angle Struts Loaded through a Single Bolt
|
Zhou, Feng |
|
2012 |
|
9 |
p. 1583-1595 |
artikel |
96 |
Ultra-High Strength Concrete Filled Composite Columns for Multi-Storey Building Construction
|
Liew, J.Y. Richard |
|
2012 |
|
9 |
p. 1487-1503 |
artikel |
97 |
Universal Equivalent Static Wind Loads of Fluctuating Wind Loads on Large-Span Roofs Based on POD Compensation
|
Sun, Wuyi |
|
2015 |
|
9 |
p. 1443-1459 |
artikel |
98 |
Using numerical procedures to quantify seismic reliability of wood shear walls and braced frames
|
Gu, Jianzhong |
|
2016 |
|
9 |
p. 1472-1483 |
artikel |
99 |
Wave Propagation and Localization in a Randomly Disordered Periodic Piezoelectric Axial-Bending Coupled Beam
|
Zhu, Hongping |
|
2013 |
|
9 |
p. 1513-1522 |
artikel |
100 |
Wind tunnel and delayed detached eddy simulation investigation of interference between two tall buildings
|
Sharma, Ashutosh |
|
2019 |
|
9 |
p. 2163-2178 |
artikel |