Capacity Difference of Circular Hollow Section X-joints Under Brace Axial Compression and Tension Bida ZhaoChengqing LiuYangzheng Cai OriginalPaper 10 July 2020 Pages: 1443 - 1453
Experimental Study of the Ductility of a Submerged Arc Welded Corner Joint in a High-Performance Steel Built-Up Box Column Satoshi YamadaYuko ShimadaSatoshi Aoyagi OriginalPaper Open access 07 August 2020 Pages: 1454 - 1464
A Generalized Analytical Method to Evaluate the Post-limit Properties of Joints in Bending Moment According to Eurocode3 Marzieh ObeydiMaryam DaeiMehran Zeynalian OriginalPaper 24 July 2020 Pages: 1465 - 1481
Behaviour of Steel Deep Beams in Moment Frames with Web Opening Subjected to Lateral Loading Masoud Hoseinzadeh AslMaryam Jahanian OriginalPaper 23 July 2020 Pages: 1482 - 1497
Steel Bridge Construction of Hong Kong–Zhuhai–Macao Bridge Wen-bo GaoQuan-ke SuJi-zhu Liu OriginalPaper 23 July 2020 Pages: 1498 - 1508
A Comparative Study on the Performance of FEM, RA and ANN Methods in Strength Prediction of Pallet-Rack Stub Columns ZhiJun LyuJie ZhangJie Li OriginalPaper 08 August 2020 Pages: 1509 - 1526
Monte Carlo Simulation Method for Pit Erosion Process of Cable Wire Based on Bi-plane Cellular Automata Zeng-wei GuoHanlin Chen OriginalPaper 01 August 2020 Pages: 1527 - 1539
Effect of Temperature-Induced Moment-Shear Interaction on Fire Resistance of Steel Beams Mohannad Zeyad NaserVenkatesh Kodur OriginalPaper 14 August 2020 Pages: 1540 - 1551
Design Optimization of Tapered Steel Wind Turbine Towers by QPSO Algorithm Augusto FurlanettoHerbert Martins GomesFelipe Schaedler de Almeida OriginalPaper 13 August 2020 Pages: 1552 - 1563
Experimental and Numerical Investigation on Stiffened Rectangular Hollow Flange Beam Yong Bo ShaoHazem Samih MohamedCheng Song Wu OriginalPaper 07 August 2020 Pages: 1564 - 1581
Research on a New Class of Planar Tensegrity Trusses Consisting of Repetitive Units Sili LiXian XuYaozhi Luo OriginalPaper 13 August 2020 Pages: 1582 - 1595
Rapid Stress Analytical Solutions of Steel Strips Subjected to Non-uniform Tensile Loads Based on New Symplectic Method Haijun YuAnrui HeChao Liu OriginalPaper 31 August 2020 Pages: 1596 - 1605
Geometric Imperfection Distributions of Existing Reticulated Shells: Theoretical and Experimental Analysis Jun WuYongfeng LuoLei Wang OriginalPaper 09 September 2020 Pages: 1606 - 1617
Progressive Collapse Mechanism Analysis of Concrete-Filled Square Steel Tubular Column to Steel Beam Joint with Bolted–Welded Hybrid Connection Jing-Xuan WangYong YangQiu-Ying Li OriginalPaper 02 September 2020 Pages: 1618 - 1635
Experimental Investigation of Block Shear Failure in a Single Angle Tension Member Jagdish R. DhanuskarLaxmikant M. Gupta OriginalPaper 02 September 2020 Pages: 1636 - 1650
Local Strain-Based Low-Cycle Fatigue Assessment of Joint Structure in Steel Truss Bridges During Earthquakes Chao JiangTakeshi HanjiMasaru Shimizu OriginalPaper 31 August 2020 Pages: 1651 - 1662
Modeling and Dynamic Response of Curved Steel–Concrete–Steel Sandwich Shells Under Blast Loading Lingzhao MengYonghui WangXimei Zhai OriginalPaper 09 September 2020 Pages: 1663 - 1681
Presentation of Critical Buckling Load Correction Factor of AISC Code on L-Shaped Composite Columns by Numerical and Experimental Analysis Seyed Ali Mousavi DavoudiMorteza Naghipour OriginalPaper 19 September 2020 Pages: 1682 - 1702
Influence of Brittle Fracture of Shear Connectors on Flexural Behavior of Steel–Plate Concrete Composite Beams Under Cyclic Loading Bing LuChanghai ZhaiXianbin Lu OriginalPaper 14 September 2020 Pages: 1703 - 1719
Detection of Fracture in Steel Members of Building Structures by Microstrain Measurement Jun Iyama OriginalPaper Open access 16 September 2020 Pages: 1720 - 1729
Development of Modified Ibarra–Krawinkler Deterioration Model for One-Story Steel Plate Shear Wall Omid BamshadMehdi Ghassemieh OriginalPaper 21 September 2020 Pages: 1730 - 1754
Robustness Analysis of a Flexible Cable-Strut Tensile Structure Lian-meng ChenWei-feng GaoShi-lin Dong OriginalPaper 17 September 2020 Pages: 1755 - 1764
Optimal Design Parameters of Stiffeners for Improving Seismic Performance of Links in EBFs Masood MojaradMaryam DaeiMehrdad Hejazi OriginalPaper 23 September 2020 Pages: 1765 - 1782
Parameters Effect on Predicting Fire Resistance of Ultra-high Strength Concrete Filled Protected Square Steel Tubular Columns Xiao LyuGan-Ping ShuEr-Feng Du OriginalPaper 14 September 2020 Pages: 1783 - 1795
A Proposed Approach for Obtaining the Shear Centre and Monosymmetry Constant for an I-section Beam with a Welded Channel Cap Kenny MudendaMatongo Kabani OriginalPaper 18 September 2020 Pages: 1796 - 1809
Correction to: Study of the Effect of Geometric Parameters of Steel Block Slit Dampers on Energy Absorption Peyman Katal MohseniAmin Zahedi-khamenehOmid Naeemifar Correction 07 July 2020 Pages: 1810 - 1810