Results 191 to 200 of about 87,642 (222)
Some of the next articles are maybe not open access.
Applied Mathematics and Mechanics, 1998
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Sui, Yunkang, Wang, Wenjun
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zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Sui, Yunkang, Wang, Wenjun
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Journal of Sound and Vibration, 2008
Abstract A global analysis approach to modelling doubly asymmetric, three-dimensional, multi-bay, multi-storey, wall–frame structures is presented in a form that enables the lower numbered natural frequencies to be determined approximately with the certain knowledge that none have been missed.
B. Rafezy, W.P. Howson
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Abstract A global analysis approach to modelling doubly asymmetric, three-dimensional, multi-bay, multi-storey, wall–frame structures is presented in a form that enables the lower numbered natural frequencies to be determined approximately with the certain knowledge that none have been missed.
B. Rafezy, W.P. Howson
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Volume 2: 29th Design Automation Conference, Parts A and B, 2003
As CAE (Computer Aided Engineering) applications become increasingly precise, the knowledge and technical skill required to operate such applications has become more highly specialized. However, such tools have not been utilized in the initial design process of mechanical products, where designers cannot construct detailed analytical models. This paper
Masataka Yoshimura +2 more
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As CAE (Computer Aided Engineering) applications become increasingly precise, the knowledge and technical skill required to operate such applications has become more highly specialized. However, such tools have not been utilized in the initial design process of mechanical products, where designers cannot construct detailed analytical models. This paper
Masataka Yoshimura +2 more
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Stability analysis of steel frames with variable cross-section for sports and entertainment centre
2017The paper describes stability analysis of "Multi-functional centre for sports, entertainments, conferences, exhibitions, tourism and recreational activity in Varena, Lithuania". The sports rooms of this building are covered by steel plane frames of variable I-section with openings and stiffeners.
Samofalov, Michail, Šlivinskas, Tomas
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Structural Mechanics and Analysis of Constructions
The present work demonstrates the possibilities of determining the effective length factor of a variable cross-section I-beam frame by using an equivalent stiffness method. The problem is solved in integral form. The obtained approximation equations allow us to calculate the variability factor of the frame. A special feature of this work is the ability
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The present work demonstrates the possibilities of determining the effective length factor of a variable cross-section I-beam frame by using an equivalent stiffness method. The problem is solved in integral form. The obtained approximation equations allow us to calculate the variability factor of the frame. A special feature of this work is the ability
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Optimum Design of Frames with Variable Cross Sections under Stability Constraints
Civil-Comp Proceedings, 2009M.S. Hayalioglu, M. Ulker
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Cross-Frame Transformer-Based Spatio-Temporal Video Super-Resolution
IEEE Transactions on Broadcasting, 2022Mingliang Zhou, Cheng Ji, Xiubao Sui
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