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RISStructural Behavior of SRC Beam-to-Column Joints Subjected to Simulated Fire Including Cooling Phase
Publisher: American Society of Civil Engineers
Abstract: This paper presents the test results of three steel-reinforced concrete (SRC) columns to SRC beam joints under combined loading and fire. Simulated fires, including heating and cooling phases with different heating times, ...
Fire Performance of Steel Reinforced Concrete Columns
Publisher: American Society of Civil Engineers
Abstract: Performance of steel reinforced concrete (SRC) columns under fire is investigated in this paper. A three-dimensional finite-element analysis (FEA) modeling is developed for sequentially coupled heat transfer and structural ...
Performance of Steel-Reinforced Concrete Beam-to-Column Joints after Exposure to Fire
Publisher: American Society of Civil Engineers
Abstract: This paper presents a numerical analysis on the postfire behavior of steel-reinforced concrete (SRC) column to axially and rotationally restrained SRC beam joints. A finite-element analysis (FEA) model was developed to ...
Bond Behavior of Concrete-Filled Steel Tubes at Elevated Temperatures
Publisher: American Society of Civil Engineers
Abstract: Extensive studies have been conducted into the bond behavior in concrete-filled steel tubes (CFST) at ambient temperature. However, the bond behavior of CFST columns subjected to fire is still unclear. A total of 24 push-out ...
Performance of Steel-Reinforced Concrete Column after Exposure to Fire: FEA Model and Experiments
Publisher: American Society of Civil Engineers
Abstract: This paper studies the postfire performance of steel-reinforced concrete (SRC) columns subjected to an entire loading and fire phase, including ambient temperature loading, heating and cooling with constant external loads, ...
Testing of a Full-Scale Unreinforced Masonry Building Following Seismic Strengthening
Publisher: American Society of Civil Engineers
Abstract: To investigate the effectiveness of several seismic strengthening techniques, a full-scale unreinforced masonry (URM) structure was subjected to slowly applied lateral load reversals after the application of fiber reinforced ...
Lateral Load Tests on a Two-Story Unreinforced Masonry Building
Publisher: American Society of Civil Engineers
Abstract: A full-scale two-story unreinforced masonry (URM) building was tested in a quasistatic fashion to investigate the nonlinear properties of existing URM structures and to assess the efficiency of several common retrofit ...
Recommendations for Seismic Evaluation and Retrofit of Low-Rise URM Structures
Publisher: American Society of Civil Engineers
Abstract: Based on the results of a full-scale lateral load test of a two-story unreinforced masonry (URM) structure, modifications are suggested for the model implied by
Analyses of a Two-Story Unreinforced Masonry Building
Publisher: American Society of Civil Engineers
Abstract: A variety of elastic and inelastic analytical approaches were used to investigate the response of a full-scale unreinforced masonry (URM) structure tested in the laboratory. Elastic analyses, employing a three-dimensional ...