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RISSeismic Rocking Isolation of an Asymmetric Frame on Spread Footings
Publisher: American Society of Civil Engineers
Abstract: Rocking isolation is a relatively new design paradigm advocating the intense rocking response of the superstructure as a whole, instead of flexural column deformation. This is accomplished through intentionally underdesigning ...
Simplified Constitutive Model for Simulation of Cyclic Response of Shallow Foundations: Validation against Laboratory Tests
Publisher: American Society of Civil Engineers
Abstract: The nonlinear response of shallow foundations has been studied experimentally and analytically. However, the engineering community is not yet convinced of the applicability of such concepts in practice. A key prerequisite ...
Slope Stabilizing Piles and Pile-Groups: Parametric Study and Design Insights
Publisher: American Society of Civil Engineers
Abstract: This paper uses a hybrid method for analysis and design of slope stabilizing piles that was developed in a preceding paper by the writers. The aim of this paper is to derive insights about the factors influencing the ...
Hybrid Method for Analysis and Design of Slope Stabilizing Piles
Publisher: American Society of Civil Engineers
Abstract: Piles are extensively used as a means of slope stabilization. Despite the rapid advances in computing and software power, the design of such piles may still include a high degree of conservatism, stemming from the use of ...
Soil–Structure Interaction Effects in Offshore Wind Support Structures Under Seismic Loading
Publisher: American Society of Mechanical Engineers (ASME)
Abstract: This paper explores the performance of a 10 MW offshore wind turbine (OWT) supported either on a large diameter monopile or a 4-legged jacket emphasizing on the nonlinear response of its belowseabed foundation. The seabed ...