A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shimizu Technical Research Bulletin, No. 3, March 1984
Contents: Applicability of nonlinear stress-strain model to undisturbed soils under cyclic loading; Deconvolution method between kinematic interaction and dynamic interaction of soil-foundation system based on observed data; Dynamic structure-soil-structure interaction analysis by boundary element method; Nonlinear behavior of a vertical pile subjected to a static lateral load; Prediction of wave height distribution in harbors; Experimental study on brittle fracture initiation characteristics of steel reinforcing bars at low temperatures; A construction planning method by computer simulation.
Shimizu Technical Research Bulletin, No. 3, March 1984
Contents: Applicability of nonlinear stress-strain model to undisturbed soils under cyclic loading; Deconvolution method between kinematic interaction and dynamic interaction of soil-foundation system based on observed data; Dynamic structure-soil-structure interaction analysis by boundary element method; Nonlinear behavior of a vertical pile subjected to a static lateral load; Prediction of wave height distribution in harbors; Experimental study on brittle fracture initiation characteristics of steel reinforcing bars at low temperatures; A construction planning method by computer simulation.
Shimizu Technical Research Bulletin, No. 3, March 1984
1984
77 pages
Report
No indication
English
Structural Analyses , Soil Sciences , Dynamic Oceanography , Iron & Iron Alloys , Construction Management & Techniques , Structural engineering , Mathematical models , Dynamic structural analysis , Water waves , Brittle fracturing , Reinforcing steels , Construction management , Numerical analysis , Pile structures , Foundations , Foreign technology , Computer applications
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