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To account for the higher mode effects, but retain the simplicity of single-run nonlinear static analysis (NSA) and nonlinear time history analysis (NTHA) of ESDOF, the multi-modes combination load pattern is proposed in this study.
To study rock dynamic mechanical properties by different impact loads and different rock loads, It study rock stress - strain characteristics and rock destruction characteristics and rock strength characteristics under static and dynamic combination load.The experiment result showed that the rock under static and dynamic combination load is easy to break.
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Computer simulations of finite element modelling allow for in-depth studies into the complex pile soil interaction under combination loading in deep foundation structures.
This study investigates the effect of controlling parameters on the performance of an artificial bee colony (ABC) algorithm in the optimum design of reinforced concrete frames under combination loads according to the ACI318-08 building code requirements for structural concrete.
This theory is formulated by employing the nonlinear elasticity theory of the soft material and the theory of acoustic radiation force, which takes into consideration of the combination loading of mechanical forces and acoustic inputs.
Consequently, the longitudinal wave velocity showing a sensitive response to the point defects was examined by measuring longitudinal wave velocity changes propagating into Al single crystal subjected to the combination loads of equi-biaxial tension and compression.
Pennsylvania Route 63 Alternate Truck is a truck route around a weight-restricted bridge over the Unami Creek in Marlborough Township, on which trucks over 30 tons and combination loads over 40 tons are prohibited.
Pennsylvania Route 232 Alternate Truck is a truck route around a weight-restricted bridge over a branch of Mill Creek in Wrightstown Township, on which trucks over 30 tons and combination loads over 35 tons are prohibited.
Pennsylvania Route 73 Alternate Truck are truck routes of PA 73 that bypass a weight-restricted bridge over a branch of the Wissahickon Creek at the PA 309 interchange in Oreland, on which trucks over 36 tons and combination loads over 40 tons are prohibited.
A procedure for determining characteristic extreme values for individual and combined load effects, and load combination factors, is established.
The critical parameters in a linearized servo-hydraulic actuator model are optimally obtained from genetic algorithms (GA) based on experimental data collected from various specimen mass/stiffness combinations loaded to the target actuator.
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