Catalogue of shield reptiles in the collection of the British museum. Pt. I. Testudinata (tortoises)

Accompanied by "Supplement to the Catalogue of shield reptiles in the collection of the British museum. Pt. I. Testudinata (tortoises). With figures of the skulls of 36 genera. By John Edward Gray." (ix, [1], 120 p. illus. 31 x 25 cm.) Published: London, Printed by order of the Trustees, 1870.

A shield reversed.

Mode of access: Internet.

Direct support and general support maintenance manual (including repair parts and special tools list for direct support, general support, and depot maintenance) : periscope, tank, M50 (1240-00-950-2805) and associated equipment items, wiper assembly, data transmission linkage assembly, guard and shield assembly, and components of washer pump and reservoir.

Includes index.

Organizational maintenance repair parts and special tools list for azimuth laying set, guided missile AN/TSQ-110(XO-1), 1430-00-399-5318, optical link, automatic (in container), 1430-01-035-0831, weather shield assembly, missile window, 1430-01-011-0819, diagnostic prism set, 4935-01-010-6017, (Pershing 1A Field Artillery Missile System).

Includes index.

The Shield.

Mode of access: Internet.

The white shield : stories /

Partly reprinted from various periodicals.

Syringomatous adenoma of the nipple

Infiltrating syringomatous adenoma (SA) of the nipple is a rare but distinct benign clinical entity affecting the breast. It needs to be included in the differential diagnosis of patients who present with a lump in the nipple/areola complex. It is similar histologically to a syringoma, a benign tumour originating in the ducts of the dermal sweat glands, and importantly needs to be distinguished from a tubular carcinoma. SA of the nipple is locally infiltrating but is not known to metastasise. It often presents as a subareolar lesion with clinical, mammographic and ultrasound findings suspicious for malignancy. Whilst it may be possible to suspect the diagnosis on fine needle cytology, core biopsy or excisional biopsy is usually required to establish the diagnosis. There is a tendency to recurrence if excision is incomplete. The following is a case report, literature review and discussion of the surgical management options available in this unusual condition. (C) 2004 Elsevier Ltd. All rights reserved.

Assessing longwall support-roof interaction from shield leg pressure data

A concept has been developed where characteristic load cycles of longwall shields can describe most of the interaction between a longwall support and the roof. A characteristic load cycle is the change in support pressure with time from setting the support against the roof to the next release and movement of the support. The concept has been validated through the back-analysis of more than 500 000 individual load cycles in five longwall panels at four mines and seven geotechnical domains. The validation process depended upon the development of new software capable of both handling the large quantity of data emanating from a modern longwall and accurately delineating load cycles. Existing software was found not to be capable of delineating load cycles to a sufficient accuracy. Load-cycle analysis can now be used quantitatively to assess the adequacy of support capacity and the appropriateness of set pressure for the conditions under which a longwall is being operated. When linked to a description of geotechnical conditions, this has allowed the development of a database for support selection for greenfield sites. For existing sites, the load-cycle characteristic concept allows for a diagnosis of strata-support problem areas, enabling changes to be made to set pressure and mining strategies to manage better, or avoid, strata control problems. With further development of the software, there is the prospect of developing a system that is able to respond to changes in strata-support interaction in real time.

Demo: Shield UI JavaScript Chart - A Flexible HTML5 Data Visualization Component

Shield UI’s advanced framework for creating rich charts and graphs is the first of a line of data visualization components, giving web developers the power for embedding rich graphics in their web projects with minimum effort. Built with HTML, CSS3 and packaged as a jQuery plugin, the library has full support for legacy and modern desktop web browsers, as well as the latest mobile devices.

Evaluation of applying retaining shield rotor for high-speed interior permanent magnet motors

This paper proposes a novel rotor structure for high-speed interior permanent magnet motors to overcome huge centrifugal forces under high-speed operation. Instead of the conventional axial stacking of silicon-steel laminations, the retaining shield rotor is inter-stacked by high-strength stainless-steel plates to enhance the rotor strength against the huge centrifugal force. Both mechanical characteristics and electromagnetic behaviors of the retaining shield rotor are analyzed using finite-element method in this paper. Prototypes and experimental results are demonstrated to evaluate the performance. The analysis and test results show that the proposed retaining shield rotor could effectively enhance the rotor strength without a significant impact on the electromagnetic performance, while some design constraints should be compromised.

Sub-wavelength resonators as seismic Rayleigh waves shield

We explore the thesis that tall structures can be protected by means of seismic metamaterials. Seismic metamaterials can be built as some elements are created over soil layer with different shapes, dimensions, patterns and from different materials. Resonances in these elements are acting as locally resonant metamaterials for Rayleigh surface waves in the geophysics context. Analytically we proved that if we put infinite chain of SDOF resonator over the soil layer as an elastic, homogeneous and isotropic material, vertical component of Rayleigh wave, longitudinal resonance of oscillators will couple with each other, they would create a Rayleigh bandgap frequency, and wave will experience attenuation before it reaches the structure. As it is impossible to use infinite chain of resonators over soil layer, we considered finite number of resonators throughout our simulations. Analytical work is interpreted using finite element simulations that demonstrates the observed attenuation is due to bandgaps when oscillators are arranged at sub-wavelength scale with respect to the incident Rayleigh wave. For wavelength less than 5 meters, the resulting bandgaps are remarkably large and strongly attenuating when impedance of oscillators matches impedance of soil. Since longitudinal resonance of SDOF resonator are proportional to its length inversely, a formed array of resonators that attenuates Rayleigh waves at frequency ≤10 Hz could be designed starting from vertical pillars coupled to the ground. Optimum number of vertical pillars and their interval spacing called effective area of resonators are investigated. For 10 pillars with effective area of 1 meter and resonance frequency of 4.9 Hz, bandgap frequency causes attenuation and a sinusoidal impulsive force illustrate wave steering down phenomena. Simulation results proved analytical findings of this work.

CAN-HK : An a priori crustal model for the Canadian Shield

Peer reviewed

CAN-HK : An a priori crustal model for the Canadian Shield

Peer reviewed