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Dual-Modal Feature Learning Approach for Probabilistic Semisupervised Interpretation of Subsurface Stratigraphy from Sparse Boreholes and Cone Penetration Tests
Publisher: American Society of Civil Engineers
Abstract: AbstractProbabilistic interpretation of subsurface stratigraphy from sparse boreholes and
cone penetration tests (CPTs) remains a critical yet nontrivial task in geotechnical
site characterization. The challenge primarily ...
Interpretable Ensemble Prediction of Thermally Induced Long-Term Pile Settlement from Limited Monitoring Data
Publisher: American Society of Civil Engineers
Abstract: AbstractEnergy piles are a promising green building technology that combines traditional pile
foundations with ground heat exchangers, providing both structural support and thermal
regulation for buildings. Predicting ...
Experimental Investigation of Boundary Constraints on the Multistory Composite Frame under an Internal-Column Removal Scenario
Publisher: American Society of Civil Engineers
Abstract: To investigate the anticollapse performance of a multistory composite frame (MSCF) under internal column-removal conditions, a static experiment using a one-third scale, three-story composite frame was conducted. This ...
Full-Scale Bending Test Study for PC Hollow Slab Girder Using UHPFRC and Composite Reinforcement Techniques
Publisher: ASCE
Abstract: Ultra-high performance fiber reinforced cementitious (UHPFRC) and composite reinforcement techniques have great potential in achieving efficient structural resistance recovery and overall performance enhancement. The goal ...
Construction of Time-Varying Boundary Conditions: Hybrid Testing of Steel Frame Structures against Progressive Collapse
Publisher: American Society of Civil Engineers
Abstract: To precisely evaluate the collapse resistance of structures, this paper introduces a hybrid testing technique that establishes time-varying boundary conditions. Traditional and hybrid tests were executed under scenarios ...
Difference Analysis and Correlation Transformation of the Load-Resisting Capacities of Frame Assemblies with Various Scales
Publisher: American Society of Civil Engineers
Abstract: Currently, the investigation on the collapse performances of steel frames with various structural scales has not formed a system resultant force, which leads to the current “overall qualitative and local quantitative” modes ...
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