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A Theory for Transverse Deflection of Poroelastic Plates
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A theory is presented for the bending of fluid-saturated poroelastic plates. The governing equations, based on linear consolidation theory, reduce to a single fourth-order integro-partial-differential ...
Large-Strain Behavior of Unsymmetric Laminates
Publisher: The American Society of Mechanical Engineers (ASME)
Review of <i>Stormwater Effects Handbook: A Toolbox for Watershed Managers, Scientists, and Engineers</i> by G. Allen Burton, Jr. and Robert E. Pitt
Publisher: American Society of Civil Engineers
Biomechanics of Growth, Remodeling, and Morphogenesis
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This review deals with biomechanical aspects of growth (mass change), remodeling (property change), and morphogenesis (shape change) in living systems. The emphasis is on theoretical models, but ...
Comparative Seismic Response Evaluation of Steel Multistory and Multitiered Ordinary Concentrically Braced Frames
Publisher: ASCE
Abstract: Concentrically braced frames (CBFs) are widely used to resist lateral loads in buildings because they are relatively simple and economical to design and construct. In tall, single-story construction, it is often practical ...
Seismic Collapse Performance of Multitiered Ordinary Concentrically Braced Frames
Publisher: American Society of Civil Engineers
Abstract: In tall, single-story buildings with steel concentrically braced frame (CBF) lateral force resisting systems, it is more efficient to replace a single brace or pair of braces between the base and the story (roof) level ...
Seismic Response of Single-Degree-of-Freedom Systems Representing Low-Ductility Steel Concentrically Braced Frames with Reserve Capacity
Publisher: American Society of Civil Engineers
Abstract: Steel concentrically braced frames (CBFs) are used widely as a seismic lateral force–resisting system. Although modern CBFs designed for high seismic regions have considerable ductility, CBFs in moderate seismic regions ...
Strength and Ductility of HPS-100W I-Girders in Negative Flexure
Publisher: American Society of Civil Engineers
Abstract: In current AASHTO LRFD bridge design specifications, the nominal flexural strength of I-girders made from steel with a yield stress >345 MPa (>50 ksi) is limited to the yield moment rather than the plastic moment and ...
Stress-Modulated Growth, Residual Stress, and Vascular Heterogeneity
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A simple phenomenological model is used to study interrelations between material properties, growth-induced residual stresses, and opening angles in arteries. The artery is assumed to be a ...
Material Properties and Residual Stress in the Stage 12 Chick Heart During Cardiac Looping
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: During the morphogenetic process of cardiac looping, the initially straight cardiac tube bends and twists into a curved tube. The biophysical mechanisms that drive looping remain unknown, but ...
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