Structures | ScienceGate

A comparison of machine learning- and regression-based models for predicting ductility ratio of RC beam-column joints

Structures ◽

10.1016/j.istruc.2021.12.083 ◽

2022 ◽

Vol 37 ◽

pp. 69-81

Author(s):

Hamed Dabiri ◽

Khashayar Rahimzadeh ◽

Ali Kheyroddin

Keyword(s):

Machine Learning ◽

Rc Beam ◽

Ductility Ratio

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3D design of steel structures with considering nonlinear base shear distribution and seismic energy

Structures ◽

10.1016/j.istruc.2021.12.073 ◽

2022 ◽

Vol 37 ◽

pp. 82-94

Author(s):

Masoud Ghamari ◽

Mohammad Shooshtari ◽

Hossein Homaei

Keyword(s):

Steel Structures ◽

Seismic Energy ◽

Base Shear ◽

3D Design ◽

Shear Distribution

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Load-bearing capacity of wood polyvinyl chloride composite log-walls with openings strengthened with steel flat bars via experimental and numerical studies

Structures ◽

10.1016/j.istruc.2022.01.003 ◽

2022 ◽

Vol 37 ◽

pp. 242-254

Author(s):

Warawit Eakintumas ◽

Tawich Pulngern ◽

Vichai Rosarpitak ◽

Narongrit Sombatsompop

Keyword(s):

Bearing Capacity ◽

Polyvinyl Chloride ◽

Load Bearing Capacity ◽

Load Bearing ◽

Numerical Studies

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Stability formulations and design of buckling-restrained braces considering stiffness degradation

Structures ◽

10.1016/j.istruc.2021.12.085 ◽

2022 ◽

Vol 37 ◽

pp. 140-153

Author(s):

Yanchao Yue ◽

Kai Jia ◽

Tangbing Chen ◽

Changxin Li ◽

Yongtao Bai

Keyword(s):

Stiffness Degradation ◽

Buckling Restrained Braces

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Development of Elastomeric Rubber Bearing Utilizing Core-and-Filler System

Structures ◽

10.1016/j.istruc.2021.12.074 ◽

2022 ◽

Vol 37 ◽

pp. 125-139

Author(s):

Kar Chun Tan ◽

Farzad Hejazi ◽

Hojjat Mohammadi Esfahani ◽

Thomas Chong

Keyword(s):

Rubber Bearing

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Shear behavior analysis and capacity prediction for the steel fiber reinforced concrete beam with recycled fine aggregate and recycled coarse aggregate

Structures ◽

10.1016/j.istruc.2021.12.075 ◽

2022 ◽

Vol 37 ◽

pp. 44-55

Author(s):

Danying Gao ◽

Weiwei Zhu ◽

Dong Fang ◽

Jiyu Tang ◽

Haitang Zhu

Keyword(s):

Reinforced Concrete ◽

Concrete Beam ◽

Coarse Aggregate ◽

Steel Fiber ◽

Reinforced Concrete Beam ◽

Fiber Reinforced Concrete ◽

Fine Aggregate ◽

Steel Fiber Reinforced Concrete ◽

Recycled Fine Aggregate ◽

Capacity Prediction

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Operational modal analysis and finite element model updating of a 230 m tall tower

Structures ◽

10.1016/j.istruc.2021.12.078 ◽

2022 ◽

Vol 37 ◽

pp. 154-167

Author(s):

Onur Avci ◽

Khalid Alkhamis ◽

Osama Abdeljaber ◽

Anas Alsharo ◽

Mohammed Hussein

Keyword(s):

Finite Element ◽

Finite Element Model ◽

Modal Analysis ◽

Model Updating ◽

Element Model ◽

Operational Modal Analysis ◽

Finite Element Model Updating ◽

Tall Tower

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Seismic fragility and post-earthquake reparability of concrete frame with low-bond high-strength reinforced concrete column

Structures ◽

10.1016/j.istruc.2022.01.001 ◽

2022 ◽

Vol 37 ◽

pp. 185-202

Author(s):

J.H. Wang ◽

Y.P. Sun

Keyword(s):

Reinforced Concrete ◽

High Strength ◽

Seismic Fragility ◽

Concrete Column ◽

Reinforced Concrete Column ◽

Concrete Frame

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Causes and control to lateral displacement of the main girder in the super-long-span cable-stayed bridge with transverse asymmetry dead load

Structures ◽

10.1016/j.istruc.2021.12.079 ◽

2022 ◽

Vol 37 ◽

pp. 168-184

Author(s):

Jinxiang Zhang ◽

Mingjin Zhang ◽

Xulei Jiang ◽

Renan Yuan ◽

Jisheng Yu ◽

...

Keyword(s):

Lateral Displacement ◽

Dead Load ◽

Cable Stayed Bridge ◽

Long Span ◽

And Control ◽

Main Girder

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A rational formula to predict punching shear capacity at interior columns connections with RC flat slabs reinforced with either steel or FRP bars but without shear reinforcement

Structures ◽

10.1016/j.istruc.2021.12.077 ◽

2022 ◽

Vol 37 ◽

pp. 56-68

Author(s):

Thaer M. Saeed Alrudaini

Keyword(s):

Shear Capacity ◽

Punching Shear ◽

Shear Reinforcement ◽

Flat Slabs ◽

Frp Bars

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Structures
Latest Publications

TOTAL DOCUMENTS

H-INDEX

Published By Elsevier

A comparison of machine learning- and regression-based models for predicting ductility ratio of RC beam-column joints

3D design of steel structures with considering nonlinear base shear distribution and seismic energy

Load-bearing capacity of wood polyvinyl chloride composite log-walls with openings strengthened with steel flat bars via experimental and numerical studies

Stability formulations and design of buckling-restrained braces considering stiffness degradation

Development of Elastomeric Rubber Bearing Utilizing Core-and-Filler System

Shear behavior analysis and capacity prediction for the steel fiber reinforced concrete beam with recycled fine aggregate and recycled coarse aggregate

Operational modal analysis and finite element model updating of a 230 m tall tower

Seismic fragility and post-earthquake reparability of concrete frame with low-bond high-strength reinforced concrete column

Causes and control to lateral displacement of the main girder in the super-long-span cable-stayed bridge with transverse asymmetry dead load

A rational formula to predict punching shear capacity at interior columns connections with RC flat slabs reinforced with either steel or FRP bars but without shear reinforcement

Export Citation Format

StructuresLatest Publications

TOTAL DOCUMENTS

H-INDEX

Published By Elsevier

A comparison of machine learning- and regression-based models for predicting ductility ratio of RC beam-column joints

3D design of steel structures with considering nonlinear base shear distribution and seismic energy

Load-bearing capacity of wood polyvinyl chloride composite log-walls with openings strengthened with steel flat bars via experimental and numerical studies

Stability formulations and design of buckling-restrained braces considering stiffness degradation

Development of Elastomeric Rubber Bearing Utilizing Core-and-Filler System

Shear behavior analysis and capacity prediction for the steel fiber reinforced concrete beam with recycled fine aggregate and recycled coarse aggregate

Operational modal analysis and finite element model updating of a 230 m tall tower

Seismic fragility and post-earthquake reparability of concrete frame with low-bond high-strength reinforced concrete column

Causes and control to lateral displacement of the main girder in the super-long-span cable-stayed bridge with transverse asymmetry dead load

A rational formula to predict punching shear capacity at interior columns connections with RC flat slabs reinforced with either steel or FRP bars but without shear reinforcement

Structures
Latest Publications