We are improving our search experience. To check which content you have full access to, or for advanced search, go back to the old search.

Search

Please fill in this field.

Search Results

Showing 1-20 of 10,000 results
  1. Inexpensive and colorimetric RNA detection at ambient temperature with a cell-free protein synthesis platform

    While many proposals of paper-based diagnostics utilize cell-free gene expression systems, these assays oftentimes suffer from the need for...

    Ö. Duhan Toparlak, Michela Notarangelo, ... Sheref S. Mansy in Biotechnology for Sustainable Materials
    Article Open access 15 July 2024
  2. Polymer Therapeutics for Cancer: Current Status and Future Challenges

    Drug delivery systems for cancer therapeutics have revolutionized medicine. Delivery systems have improved the efficacy and reduced the toxicity of...
    Ronit Satchi-Fainaro, Ruth Duncan, Carmen M. Barnes in Polymer Therapeutics II
    Chapter
  3. Hydrogels for Musculoskeletal Tissue Engineering

    The advancements in scaffold-supported cell therapy for musculoskeletal tissue engineering have been truly dramatic in the last couple of decades....
    Shyni Varghese, Jennifer H. Elisseeff in Polymers for Regenerative Medicine
    Chapter
  4. Nanostructured Devices Based on Block Copolymer Assemblies for Drug Delivery: Designing Structures for Enhanced Drug Function

    Block copolymers spontaneously assemble into nanoscaled polymeric micelles, which have significant potential as drug carriers. Following much work...
    Nobuhiro Nishiyama, Kazunori Kataoka in Polymer Therapeutics II
    Chapter
  5. Out-of-Plane Vibrations of Plane Frames

    The frame vibrations studied in Chaps. 3 to 5 are for in-plane vibrations. If a plane frame acted upon by a force or horizontal ground vibration in...
    Chapter
  6. Vibrations of Frames with Inclined Members

    The model established for the vibration of the inclined bars in the last chapter now is applied to two- and three-bar frames with inclined members.
    Chapter
  7. Vibrations of X-Braced Multi-Story Frames

    The study of vibrations for the x-braced portal frames in the last chapter is extended to high-rise x-braced multi-story frames in this chapter....
    Chapter
  8. Momentum and Energy Relations

    The equations of motion (5.12) for the charged insulating sphere of radius a moving with arbitrary center velocity u(t) can be rewritten in...
    Chapter
  9. Conical Shells of Linearly Varying Thickness Subjected to Normal Loads

    The equilibrium equations for a surface element of a conical shell in the framework of generalized plane stress of linear theory of elasticity are...
    Chapter
  10. Derivation of Force and Power Equations

    The inconsistency between the power and force equations of motion, (2.4) and (2.1) or (2.5), is so surprising that one is tempted to question the...
    Chapter
  11. Internal Binding Forces

    In Appendix B, we have critically confirmed the evaluation of the self electromagnetic force and power, (3.1) and (3.2), leading to the force and...
    Chapter
  12. A Imperfection Data Bank

    For the stochastic modeling of geometric imperfections as described in Sec. 12.1, a database [5] has been available. This database provides...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  13. 7 Rational Treatment of Uncertainties

    Structural analysis up to this date, generally is still based on a deterministic conception. Observed variations in loading conditions, material...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  14. 4 Finite Element Method

    In this chapter, the fundamentals of the displacement-based finite element method are reiterated in a concise form, details can be found in a number...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  15. 9 Direct Monte Carlo Simulation

    The evaluation of the stochastic response by the Monte Carlo simulation technique is a powerful method for highly nonlinear systems as well as for...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  16. 11 Random Vibrations of Large Finite Element Systems

    The basic idea for the computation of the stochastic response is based on the Karhunen-Loève expansion of the stochastic loading. For each Karhunen-...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  17. 5 Non-Linear Static Analysis

    The state of the art in the capability to predict the stability behavior of shell structures refers to areas such as asymptotic analysis [69] and...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  18. 3 Spectral Analysis of Finite Dimensional Operators

    A great number of engineering problems can be viewed as an input to output map**, as shown in Fig. 3.1, where the system represents the law for the...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  19. 1 Introduction

    Considerable progress has been achieved recently in modeling and mathematical analysis of various processes involved in contact between deformable...
    Meir Shillor, Mircea Sofonea, Józef Joachim Telega in Models and Analysis of Quasistatic Contact
    Chapter
  20. 6 Mathematical Preliminaries

    Part II provides mathematical formulations of the models, the assumptions that underlie them, their weak or variational formulations and the...
    Meir Shillor, Mircea Sofonea, Józef Joachim Telega in Models and Analysis of Quasistatic Contact
    Chapter
Did you find what you were looking for? Share feedback.