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The Institute of Theoretical and Applied Mechanics
11
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: [MS18] Modeling the Nonlinear Behavior of Structures .:
PDF
MITIGATION OF NON-CONVERGENCE ISSUES IN NONLINEAR TIME HISTORY ANALYSIS OF HIGHWAY BRIDGES
Scott, Michael
;
Mackie, Kevin
Nonlinear time history analysis (NLTHA) is an essential component to quantifying the probability of failure for a structural system subjected to seismic loading. This is [...]
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2.
Original version of the author's contribution as presented on USB, paper 2711.:
PDF
Grouted Splice Connections for Accelerated Bridge Construction With Shifted Plastic Hinging
Haber, Zachary
;
Al-Jelawy, Haider
Accelerated bridge construction (ABC) has gained popularity in urban areas where construction risk and traffic delays need to be minimized. The use of prefabricated eleme [...]
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3.
Original version of the author's contribution as presented on USB, paper 1675.:
PDF
Performance of Numerical Integrators in Thermomechanical Hybrid Simulation
Whyte, Catherine
;
Stojadinovic, Bozidar
Mechanics of structural behavior in fire and fire-resistant design of structures are based on data from standard fire tests of single structural components. Experimental [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-02-0092.:
PDF
Experimental Evaluation of the Residual Axial Load Capacity of Circular Bridge Columns
Terzic, Vesna
;
Stojadinovic, Bozidar
Evaluation of the post-earthquake capacity of a bridge to carry self-weight and traffic loads is essential for a safe and timely re-opening of the bridge after an earthqu [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 05-02-0032.:
PDF
Simplified P-y Relationships for Modeling Embankment-Abutment Systems of Typical California Bridges
Sextos, Anastasios
;
Taskari, Olympia
The flexibility οf the embankment-abutment stiffness has been found to drastically effect the seismic response of the entire bridge, typically depending on the intensity [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 10-0032.:
PDF
Probabilistic Methodologies for Prediction of Post-Earthquake Bridge Repair Cost and Repair Times
Mackie, Kevin R.
;
Stojadinovic, Bozidar
A new step-by-step probabilistic methodology, based on local linearization of the damage to repair quantity model, evaluates the repair costs and repair times for bridge [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: 05-02-0079.:
PDF
Epistemic Uncertainty of Seismic Response Estimates for Reinforced Concrete Bridges
Aviram, A.
;
Stojadinovic, Bozidar
Considerable effort has recently been directed toward developing analytical probabilistic seismic response estimates at different earthquake intensities. However, probabi [...]
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8.
Original version of the author's contribution as presented on CD, paper No. 4392.:
PDF
Performance-based assessment of coupled bridge-ground systems
Mackie, Kevin
;
Elgamal, Ahmed
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9.
Original version of the author's contribution as presented on CD, paper No. 4338.:
PDF
Scaling bias and record selection for fragility analysis
Mehdizadeh, Mohammad
;
Nielson, Bryant
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10.
Original version of the author's contribution as presented on CD, paper No. 0260.:
PDF
Performance – Based Seismic Assessment of Isolated Bridge configurations on deformable soils
Forcellini, Davide
;
Mackie, Kevin
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The Institute of Theoretical and Applied Mechanics :
11
records found 1 - 10
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2
Mackie, K.
1
Mackie, Kevin R.
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