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