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- Key issues in the use of fibre reinforced polymer (FRP) composites in . . .
By the middle to late 1980s, there were a few forward looking research and consulting engineers who saw the potential of FRP composites for structural use in civil engineering
- Detection of structural damage through changes in frequency: a review
The use of natural frequency as a diagnostic parameter in structural assessment procedures using vibration monitoring is discussed in the paper The approach is based on the fact that natural frequencies are sensitive indicators of structural integrity
- Influence of the use of external shear keys on the seismic behavior of . . .
The structural design of the bridge is carried out using the Chilean codes for the seismic resistant design of Chilean Highway Bridges [19]
- Nonlinear seismic analysis of bridge structures. foundation-soil . . .
The retrofit design, also commissioned by Caltrans, is being headed by a joint venture between McDaniel Engineering and J Muller International, San Diego, with ANATECH retained as the lead structural analyst
- Structural analysis of the US ITER central solenoid magnet cryogenic . . .
These models evaluate the structural response of the piping system and supporting components under both normal operating conditions and accidental loading scenarios
- Geotechnical Engineer - an overview | ScienceDirect Topics
Upon completion of site investigation, the geotechnical engineer is responsible for synthesis and interpretation of the data, construction of a model of the site geology, selection of appropriate geomaterials design parameters, and engineering analyses for design
- Comparative response of rocking-wall systems with cast-in-place and . . .
Two rocking-wall structural assemblages representing different system concepts (CIP and precast) were successfully tested to investigate an upper bound (CIP, PFS1) and lower bound (precast, PFS2) interaction between rocking-wall systems and surrounding structural systems
- Strength and ductility of reinforced concrete moment frame connections . . .
The major influence of beam–column connections on the structural integrity and seismic performance of reinforced concrete structures became more evident after the 1989 Loma Prieta, the 1994 Northridge earthquakes, the Kobe earthquake of Japan, and the August 1999 Earthquake in Turkey
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