918 research outputs found
Design of Steel Portal Frame Buildings for Fire Safety
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated
temperatures using the finite element programme SAFIR. The finite element analysis carried
out in this report is three dimensional and covers different support conditions at the column
bases, the presence of axial restraints provided by the end walls, different fire severities
within the building, different levels of out-of-plane restraint to the columns and the effect of
concrete encasement to the columns. From a large number of analyses, it is shown that the
bases of the steel portal frames at the foundations must be designed and constructed with
some level of fixity to ensure that the structure will deform in an acceptable way during fire,
with no outwards collapse of the walls. The analyses also show that to avoid sidesway (i.e.
collapse outwards) it is not necessary for steel portal frame columns to be fire-protected
unless the designer wishes to ensure that the columns and the wall panels remain standing,
during and after the fire
Effect of aspect ratio on fire resistance of hollow core concrete floors
Previous studies have shown that the fire performance of hollowcore units is
significantly affected by the end support conditions, but it has not been clear how the fire
resistance of the overall floor system can be improved by providing side supports. The
previous studies used beam grillage and shell elements to separately model the hollowcore
units and the topping concrete slab using the platform of the non-linear finite element
program SAFIR. The modelling method required a lot of computational resources and is not
ideal to model a large floor area. This paper describes the effect of the side supports and the
aspect ratio of the floor on the predicted fire resistance. It also compares the efficiencies of
shell elements and short beam elements for finite element modelling of the topping concrete
in fire conditions. The results show that integrating the topping concrete slab into the beam
grillages reduces the complexity of the model and also provides satisfactory results. Side
supports can increase the fire performance of hollowcore floor slabs provided that the spacing
of the side supports does not greatly exceed the span length
Stoke-on-Trent: a geological background for planning and development
This study, carried out between 1988 and 1990, was commissioned by the Department of the Environment (DOE)
and funded jointly by the Department and the British
Geological Survey (BGS). Its main aim was to make a synthesis of geological data relevant to planning of land-use and development in the Stoke-on-Trent area. This report is specifically written for planners and there has been an
attempt to avoid complex geological terms. Besides text
illustrations the report includes ten thematic maps at a common scale of 1 :25 000. An additional volume concentrates
on engineering geology for site investigation companies.
Seven further short reports feature geological details of separate 1: 10 000 sheets, couched in more technical language
Parametric study of modelling structural timber in fire with different software packages
In a bid to accurately model structural behaviour of timber buildings in fire, a number of obstacles have been identified which must be fully understood before advanced computer modelling can accurately be used to represent physical behaviour. This paper discusses the obstacles, with suggestions on how to mitigate them, incorporating the challenges of using general purpose finite element software. The paper examines modelling with ANSYS, SAFIR and ABAQUS and the individual and collective challenges related to thermal analyses of timber structures in fire conditions. It considers the effects various model parameters (thermal and structural) may have on physical interpretation of experimental data in comparison with the accuracy of numerical solutions. In detail, the study looks at the effects of 1D and 2D heat transfer analyses, finite element mesh sizes, time steps and different thermal property approaches on thermal models of timber members in fires. It further recommends how best to model these structures using the different finite element software packages
Innovation and HRM : absences and politics
This article analyses the role of HRM practices in the implementation of an innovative cross-functional approach to new product development (concurrent engineering, CE) in Eurotech Industries. Contrary to CE methodology stipulations, and despite supportive conditions, HRM received scant attention in the implementation process. Organizational power and politics were clearly involved in this situation, and this article explores how their play created such HRM ‘absences’. The article builds on a four-dimensional view of power in order to provide a deeper understanding of the embedded, interdependent and political nature of HRM practice and innovation.<br /
Measurement of the B0-anti-B0-Oscillation Frequency with Inclusive Dilepton Events
The - oscillation frequency has been measured with a sample of
23 million \B\bar B pairs collected with the BABAR detector at the PEP-II
asymmetric B Factory at SLAC. In this sample, we select events in which both B
mesons decay semileptonically and use the charge of the leptons to identify the
flavor of each B meson. A simultaneous fit to the decay time difference
distributions for opposite- and same-sign dilepton events gives ps.Comment: 7 pages, 1 figure, submitted to Physical Review Letter
Search for the standard model Higgs boson in tau final states
We present a search for the standard model Higgs boson using hadronically
decaying tau leptons, in 1 inverse femtobarn of data collected with the D0
detector at the Fermilab Tevatron ppbar collider. We select two final states:
tau plus missing transverse energy and b jets, and tau+ tau- plus jets. These
final states are sensitive to a combination of associated W/Z boson plus Higgs
boson, vector boson fusion and gluon-gluon fusion production processes. The
observed ratio of the combined limit on the Higgs production cross section at
the 95% C.L. to the standard model expectation is 29 for a Higgs boson mass of
115 GeV.Comment: publication versio
Measurement of the ttbar Production Cross Section in ppbar Collisions at sqrt{s} = 1.96 TeV using Kinematic Characteristics of Lepton + Jets Events
We present a measurement of the top quark pair ttbar production cross section
in ppbar collisions at a center-of-mass energy of 1.96 TeV using 230 pb**{-1}
of data collected by the DO detector at the Fermilab Tevatron Collider. We
select events with one charged lepton (electron or muon), large missing
transverse energy, and at least four jets, and extract the ttbar content of the
sample based on the kinematic characteristics of the events. For a top quark
mass of 175 GeV, we measure sigma(ttbar) = 6.7 {+1.4-1.3} (stat) {+1.6- 1.1}
(syst) +/-0.4 (lumi) pb, in good agreement with the standard model prediction.Comment: submitted to Phys.Rev.Let
Measurement of the ttbar Production Cross Section in ppbar Collisions at sqrt(s)=1.96 TeV using Lepton + Jets Events with Lifetime b-tagging
We present a measurement of the top quark pair () production cross
section () in collisions at TeV
using 230 pb of data collected by the D0 experiment at the Fermilab
Tevatron Collider. We select events with one charged lepton (electron or muon),
missing transverse energy, and jets in the final state. We employ
lifetime-based b-jet identification techniques to further enhance the
purity of the selected sample. For a top quark mass of 175 GeV, we
measure pb, in
agreement with the standard model expectation.Comment: 7 pages, 2 figures, 3 tables Submitted to Phys.Rev.Let
Search for W' bosons decaying to an electron and a neutrino with the D0 detector
This Letter describes the search for a new heavy charged gauge boson W'
decaying into an electron and a neutrino. The data were collected with the D0
detector at the Fermilab Tevatron proton-antiproton Collider at a
center-of-mass energy of 1.96 TeV, and correspond to an integrated luminosity
of about 1 inverse femtobarn. Lacking any significant excess in the data in
comparison with known processes, an upper limit is set on the production cross
section times branching fraction, and a W' boson with mass below 1.00 TeV can
be excluded at the 95% C.L., assuming standard-model-like couplings to
fermions. This result significantly improves upon previous limits, and is the
most stringent to date.Comment: submitted to Phys. Rev. Let
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