Lateral Loading & Seismic Response of CIDH Pile Supported Bridge Structures

Soil Improvement and Liquefaction Mitigation by Deep Dynamic Compaction

Assessment of SIMBAT® Dynamic Pile Tests

New Parameters to Model Ground Motions
The paper presents three new parameters to characterize earthquake-induced ground motions. All three parameters evolve from the concept of response spectra, and are termed 3D response...

Dynamic Response of Lattice Towers and Guyed Masts
Prepared by the Task Committee on the Dynamic Response of Lattice Towers of the Technical Committee on Special Structures and the Technical Administrative Committee on Metals of the Structural...

Application of Water Column Dampers to Control Motions of the Wall Centre, Vancouver
The Wall Centre, a 450 foot tall high-rise tower currently under construction in downtown Vancouver will be the highest building to be constructed in that city. Wind tunnel testing indicated...

Design of Structure and Damping System to Control Motions of the Park Tower, Chicago
Park Tower, a 67 story condominium/hotel project currently under construction on the Magnificent Mile, Chicago, IL, will be the first building in North America in recent times that utilizes...

The Gaspé Current and Cyclonic Motion over the Northwestern Gulf of St. Lawrence

Numerical Modeling Experiments of the East (Japan) Sea Circulation and Mesoscale Eddy Generation Based on POM-ES

Towers in Motion (available in Structural Engineering Special Section only)
Undersea towers are typically designed to rigidly resist the forces of water and wind. But one type of tower is designed to be flexible and, rather than rely on its platform strength to...

Environmentally Friendly Transport of Reservoir Sediment for Beach Nourishment with EDDY Pump
Sand impounded behind hydroelectric, flood-control and debris dams not only diminishes the intended function of the reservoir, but also starves downstream coastline by denying natural...

A Systems Dynamics Model for the Development of China's Aviation System

Investigation of Velocity Patterns under a Bridge Deck in a Pressure Flow Condition

Riprap Incipient Motion and Shields' Parameters

Lateral Resistance of Piles in Liquefying Sand

Nonlinear Seismic Response of Asymmetric Systems

Effect of Soil-Structure Interaction on TMD Control for Wind and Seismic Response of Structures

Reliability Assessment of Reinforced Concrete Structures with Respect to Material Degradation

Bridge Foundation Stiffness Identification Using Dynamic Field Measurements

Dynamic Testing of Cable-Stayed Bridges

 

 

 

 

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