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    Optimal Design of Tall RC‐Framed Tube Buildings 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): David Spires; J. S. Arora
    Publisher: American Society of Civil Engineers
    Abstract: Analysis and design of reinforced concrete (RC) framed tube buildings is formulated as a general nonlinear optimization problem and solved using modern design‐optimization algorithms and software. A brief review of ...
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    Fail-Safe Optimal Design of Complex Structures With Substructures 

    Source: Journal of Mechanical Design:;1982:;volume( 104 ):;issue: 004:;page 861
    Author(s): D. T. Nguyen; J. S. Arora
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, the problem of fail-safe design of complex structural systems is considered. A substructural formulation for this class of design problems is presented. Constraints are imposed ...
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    Dynamic Response Optimization of Mechanical Systems With Multiplier Methods 

    Source: Journal of Mechanical Design:;1989:;volume( 111 ):;issue: 001:;page 73
    Author(s): J. K. Paeng; J. S. Arora
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A basic hypothesis of this paper is that the multiplier methods can be effective and efficient for dynamic response optimization of large scale systems. The methods have been previously shown ...
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    Interactive Design Optimization of Framed Structures 

    Source: Journal of Computing in Civil Engineering:;1989:;Volume ( 003 ):;issue: 001
    Author(s): S. S. Al‐Saadoun; J. S. Arora
    Publisher: American Society of Civil Engineers
    Abstract: A practical formulation for optimum design of framed structures under multiple loading and constraint conditions is described in this paper. The AISC (American Institute of Steel Construction) code limits on element stresses, ...
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    Sensitivity Analysis and Optimization of Structures for Dynamic Response 

    Source: Journal of Mechanical Design:;1978:;volume( 100 ):;issue: 002:;page 311
    Author(s): E. J. Haug; T. T. Feng; J. S. Arora
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A state space method of optimal design of structures under transient dynamic excitation is developed and three problems are solved. It is shown that exploitation of the mathematical form of ...
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    A State Space Method for Optimal Design of Vibration Isolators 

    Source: Journal of Mechanical Design:;1979:;volume( 101 ):;issue: 002:;page 309
    Author(s): M. H. Hsiao; E. J. Haug; J. S. Arora
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A state space method of optimal design of dynamic systems subjected to transient loads is developed and applied. In contrast to the conventional nonlinear programming approach of discretizing ...
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    Direct Comparison of Muscle Force Predictions Using Linear and Nonlinear Programming 

    Source: Journal of Biomechanical Engineering:;1987:;volume( 109 ):;issue: 003:;page 192
    Author(s): D. R. Pedersen; J. S. Arora; R. A. Brand; C. Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Estimating forces in muscles and joints during locomotion requires formulations consistent with available methods of solving the indeterminate problem. Direct comparisons of results between differing ...
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