Application of a Barotropic Hydrodynamic Model to Nearshore Wave-Induced Circulation

Inverse Flow Modelling of Waves and Currents in the Surf Zone

Numerical Simulation of Wave Propagation in the Entrance of the Tagus Estuary

A Three-Dimensional Shear Dispersion Model Applied to Georges Bank

Coastal Wave Measurement and Forecast System: Preliminary Results and Model Selection

Beach Changes Triggered by Seaward Development of Towns, Expansion of Coastal Forest and Construction of Detached Breakwaters at a Pocket Beach
Beach changes triggered by seaward development of towns, expansion of coastal forests and construction of detached breakwaters at a pocket beach were analyzed, taking the Ariake-Ishihama...

Monitoring and Performance Analysis of Protection Works at Rosslare Strand
Post construction monitoring and performance analysis has become an important part of many major coastal protection projects. In the past such work was carried out very much on an ad-hoc...

The Sharon Escarpment, Israel: Management of a Backshore Cliff in a Densely Populated Environment
The Sharon Escarpment is a coastal backshore escarpment made of heterogeneous layered sandstone. This area is an increasingly exploited environmental resource. This paper defines the main...

Building Code Requirements for Masonry Structures (ACI 530-99/ ASCE 5-99/TMS 402-99), Specification for Masonry Structures (ACI 530.1-99/ ASCE 6-99/TMS 602-99), Commentary on Building Code Requirements for Masonry Structures, Commentary on Specification for Masonry Structures
Building Code Requirements for Masonry Structures (ACI 530-99/ASCE 5-99/TMS 402-99), Specification for Masonry Structures (ACI 530.1-99/ASCE 6-99/TMS 602-99), Commentary on Building Code...

Interim Procedures for Pressure Flow Scour

HEC-RAS Hydraulic and Scour Analysis of Ten Mile River Bridge Under the Caltrans Seismic Retrofit Program

Runup of Wind Waves on Riprap

Evaluation Findings for R.J. Watson Sliding Isolation Bearings
Prepared by the Highway Innovative Technology Evaluation Center (HITEC), a CERF Service Center. This report summarizes the results of a detailed evaluation...

Erratum for Seismic Lock-Up Device

Seismic Behavior of High-Strength Concrete Short Beams

Earthquake Resistance of 100 MPa Concrete Columns

Seismic Behavior of High Strength Concrete Filled Tube (CFT) Columns

Seismic Behavior of High-Strength Concrete Tied Columns

Behavior and Design of Confined High-Strength Concrete Columns

Cyclic Flexural and Shear Behavior of High-Strength Concrete Columns

 

 

 

 

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