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Practical Measurement Method for Dynamic Structural Large Displacement Using A High-Speed Camera
Finite Element Analysis of CRTS III Slab Track Model
Effect of Partial Replacement of Cement with Volcanic Ash on Mechanical Behaviour of Mortar
Lateral Load-Displacement Behaviours Of Reinforced Geopolymer-Concrete Column Using Finite Element Analysis
Optimal Sensor Placement for Accelerometer in Single-Pylon Cable-Stayed Bridge
Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction
Nonlinear Numerical Model of Glued-Laminated Petung Bamboo Under Flexural Test Based on ASTM D 143-94
Numerical Simulation Reinforcement of RC T-Beam with Carbon Fiber Reinforced Polymer (CFRP)
Development Experimental Investigations Of Truss Bridge Model For Vibration-Based Structural Health Monitoring
Parameter Ident♯łf♯łcat♯łon of Bouc-Wen Model using F♯łrefly Algor♯łthm
Mechanical Properties of Fly Ash Bottom Ash (FABA) Geopolymer Hybrid Concrete Using Portland Cement
Investigation of Confined Masonry Using Non-Standard Quality of Concrete and Reinforcement.
Finite Element Analysis of CRTS III Slab Track Model
Effect of Partial Replacement of Cement with Volcanic Ash on Mechanical Behaviour of Mortar
Lateral Load-Displacement Behaviours Of Reinforced Geopolymer-Concrete Column Using Finite Element Analysis
Optimal Sensor Placement for Accelerometer in Single-Pylon Cable-Stayed Bridge
Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction
Nonlinear Numerical Model of Glued-Laminated Petung Bamboo Under Flexural Test Based on ASTM D 143-94
Numerical Simulation Reinforcement of RC T-Beam with Carbon Fiber Reinforced Polymer (CFRP)
Development Experimental Investigations Of Truss Bridge Model For Vibration-Based Structural Health Monitoring
Parameter Ident♯łf♯łcat♯łon of Bouc-Wen Model using F♯łrefly Algor♯łthm
Mechanical Properties of Fly Ash Bottom Ash (FABA) Geopolymer Hybrid Concrete Using Portland Cement
Investigation of Confined Masonry Using Non-Standard Quality of Concrete and Reinforcement.