«box shaped cross sections»

۲۹۸ نتیجه
  • Virtual - Sparticle Threshold Effects on Large - E T Jet Cross Sections

    سند علمی۱۹۹۶Douglas A. Ross

    We discuss the one-loop virtual-sparticle corrections to QCD jet cross sections at large ET and large dijet invariant masses, with reference to present Tevatron and future LHC collider experiments. We find characteristic peaks and dips in the sparticle threshold region, due to in

  • Predicting Shear Capacity of Panel Zone Using Neural Network and Genetic Algorithm

    مقاله۲۰۲۰International Journal of EngineeringE. Zeighami, M. Vajdian, S. M. Mirhosseini, S. M. Zahrai

    Investigating the behavior of the box-shaped column panel zone has been one of the major concerns of scientists in the field. In the American Institute of Steel Construction the shear capacity of I-shaped cross- sections with low column thickness is calculated. This paper determi

  • Initial–Final-State Interference in the Z line-shape

    سند علمی۱۹۹۹S. Jadach, B. Pietrzyk

    The uncertainty in the determination of the Z line-shape parameters coming from the precision of the calculation of the Initial-State Radiation and Initial–Final-State Interference is 2×10−4 for the total cross section σ0 had at the Z peak, 0.15 MeV for the Z mass MZ , and 0.1 Me

  • Cyberspace and post-industrial transformations: A cross-national analysis of Internet development

    سند علمی۲۰۰۰Kristopher Kyle Robison, Edward M. Crenshaw

    At century's end, a combination of telecommunications and computer technologies has resulted in the creation of the Internet, a global network of computers that has been growing at an exponential rate. Although the Internet/World Wide Web combination is widely hailed as a new, po

  • Composite Action during Construction of Steel Trapezoidal Box Girder Bridges (0-1898-2)

    سند علمی۲۰۰۶C. Topkaya, J. A. Yura, E. B. Williamson

    In steel trapezoidal box girder bridge systems, the U-shaped steel girder is designed to act compositely with the concrete deck to form a closed box for live loading. During the construction stage, however, the behavior is not well understood. The usual practice of assuming the s

  • Hydrodynamic Performance Improvement of Double-Row Floating Breakwaters by Changing the Cross-Sectional Geometry

    مقاله‌ی دسترسی آزاد۲۰۲۱Mathematical Problems in Engineering['Meysam Rajabi', 'Hassan Ghassemi', '']

    This paper is presented to develop the hydrodynamic performance of double-row floating breakwater (FBW) by changing cross-sectional geometry in high wave periods. The ANSYS-AQWA software employed for present calculations, which a potential-based boundary element method (BEM). rec

  • Design Optimization ofFiber Reinforced Plastic Composite Shapes

    سند علمی۱۹۹۶David C. Fleming, PIZHONG QIAO

    A global approximation method to optimize material architecture and cross-sectional area of new fiber reinforced plastic (FRP) composite beams is presented. The sections considered are intended for applications in short-span bridges. The beams are subjected to transverse loading,

  • Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms

    سند علمی۲۰۱۲Zdeněk P. Bažant, Qiang Yu, Guang-Hua Li

    The segmental prestressed concrete box girder of Koror-Babeldaob (KB) Bridge in Palau, which had a record span of 241 m (791 ft), presents a striking paradigm of serviceability loss because of excessive multidecade deflections. The data required for analysis have recently been re

  • Contributions to the design of precast concrete culverts with unusual cross sections

    مقاله‌ی دسترسی آزاد۲۰۲۱Revista IBRACON de Estruturas e Materiais['Aline Bensi Domingues', 'Mounir Khalil El Debs', '']

    Abstract Culverts are structures used in road and railway infrastructure works such as underpasses. Among the several forms of cross-sections, rectangular one (box culvert) has been mostly employed. However, when installed at high embankments, this structure shows values bending

  • Analysis and design of pultruded FRP shapes under bending

    سند علمی۱۹۹۴F. Davalos, H. A. Salim, P. Qiao, R. Lopez - Anido

    A comprehensive approach for the analysis and design of pultruded FRP beams in bending is presented. It is shown that the material architecture of pultruded FRP shapes can be efficiently modeled as a layered system. Based on the information provided by the material producers, a d