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Water Quality Modeling of Upper Mississippi River and Lake Pepin
Publisher: American Society of Civil Engineers
Abstract: There has been concern over the eutrophication in Lake Pepin in recent years, particularly following algal blooms and fish kills in 1988. Currently, the Metropolitan Wastewater Treatment Plant is the largest point source ...
Closure to “Reconsideration of Initiation of Liquefaction in Sandy Soils” by Catherine E. Fear and Edward C. McRoberts
Publisher: American Society of Civil Engineers
Effective Weld Length for HSS T, Y, and X Connections
Publisher: American Society of Civil Engineers
Abstract: The effective length of the perimeter weld around the branch member in axially loaded rectangular hollow structural section (HSS), T, and X connections is examined experimentally. By means of 16 full-scale connection tests, ...
Reconsideration of Initiation of Liquefaction in Sandy Soils
Publisher: American Society of Civil Engineers
Abstract: The Berkeley trigger criterion for evaluating the potential for earthquake-induced phenomena in sandy soils is reviewed in this paper. The historical database comprising the criterion is reconsidered using a consistent ...
Long-Term Monitoring Strategy for Time-Dependent Deflections of Posttensioned Concrete Bridges
Publisher: American Society of Civil Engineers
Abstract: A monitoring strategy for investigating the long-term longitudinal deflections at the expansion joints of the I-35W St. Anthony Falls Bridge was developed as a means of inferring the integrity of the bearings. During the ...
Time-Dependent Monitoring and Modeling of I-35W St. Anthony Falls Bridge. II: Finite-Element Modeling
Publisher: American Society of Civil Engineers
T-Shaped RC Structural Walls Subjected to Multidirectional Loading: Test Results and Design Recommendations
Publisher: American Society of Civil Engineers
Abstract: Two T-shaped reinforced concrete wall specimens were subjected to reversed cyclic loading quasi-statically to failure. Both represented half-scale wall assemblages of a 6-story prototype building. Modifications to the wall ...
Performance of a Prestressed Concrete Pedestrian Bridge System under Equivalent Static Lateral Impact Loads
Publisher: American Society of Civil Engineers
Abstract: The resistance of prestressed concrete through-girder (PCTG) pedestrian bridges to lateral loads was studied in response to the increasing number of vehicular impacts in the United States. This research was motivated by ...
Behavior of Girder-Floor Beam Connections in Prestressed Concrete Pedestrian Bridges Subjected to Lateral Impact Loads
Publisher: American Society of Civil Engineers
Abstract: Each year a large number of concrete bridges are subjected to impact by overheight vehicles or vehicles carrying overheight objects. Most bridge owners in the United States are concerned with the increasing trend of bridges ...
Smeared-Bar Model for Viscoelastic Analysis of Uncracked Reinforced Concrete Structures
Publisher: American Society of Civil Engineers
Abstract: This paper presents a technique for computing the time-dependent behavior of reinforced and prestressed concrete as a composite material. This technique, when implemented in a finite-element model and assuming that the ...
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