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Now showing items 31-40 of 936
Skin friction for steel piles in sand
(Texas A&M University, 1967)
Not available
Shrinkage - cracking characteristics of structural lightweight concrete
(Texas A&M University, 1969)
Not available
A microcomputer procedure for structural evaluation of low-volume roads
(Texas A&M University, 1990)
Not available
A study conducted on laterally loaded cylindrical footings
(Texas A&M University, 1968)
Not available
Sediment transport in shallow subcritical flow disturbed by simulated rainfall
(Texas A&M University, 1968)
Not available
A comparison of the cost of urban transportation modes
(Texas A&M University, 1968)
Not available
Performance based evaluation of the seismic resistance of structures with concrete diaphragms
(Texas A&M University, 2001)
Under seismic loading, floor and roof systems in reinforced concrete (RC) buildings act as diaphragms to transfer earthquake loads to the vertical lateral force resisting system (LFRS). In current practice, horizontal ...
Procedures to predict vertical differential soil movement for expansive soils
(Texas A&M University, 1997)
Damage to lightly loaded structures, paving and service piping in areas of expansive clay soils has occurred throughout the world. The cause of this damage has been the inability to accurately model expansive soil movement ...
Stiffness-Mass Ratios Method for a baseline determination and damage assessment of a benchmark structure
(Texas A&M University, 2002)
A new method based on ratios between stiffness and mass values from the eigenvalue problem is introduced and applied to the benchmark structure to obtain baseline modal parameters utilizing damaged state information of the ...
Seismic rehabilitation of a reinforced concrete flat-slab structure
(Texas A&M University, 1999)
The effectiveness of seismic rehabilitation techniques used to eliminate punching shear failures was assessed for flat-slab structural systems. This type of retrofit was evaluated for a four-story reinforced concrete (RC) ...