Comparison of methods Sample Clauses

Comparison of methods for computing the contract price Of the two methods of computing the contract price,the method that computes the pro t from the original static fallbacks was never better than the method that computes the pro ts from the current situation which includes penalties|if the optimal method and parameterization for setting the decommitment penalties for each agent type and meeting technology was used (Table 2). For other penalty setting methods and parameterizations,the best method of setting the price varied. With a deterministic meeting technology,the method that considers the current Lookahead agents / Fixed random protocols SI agents / Fallback protocols SI agents / Current protocols SWF agents / Fallback protocols SWF agents / Current protocols 2.6
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Comparison of methods. The above mentioned methods can be compared on numerous factors which will evaluate its function for different conditions. Following points shows description for comparison metrics. A table of comparison shows prevention of wireless attacks by three different methods.

Related to Comparison of methods

  • Accounting Methods Implement or adopt any material change in its accounting principles, practices or methods, other than as may be required by GAAP or any Governmental Entity.

  • Methods of Measurement The methods used to identify the educational strengths and needs of students are set forth in the approved Application.

  • Usage Measurement Usage measurement for calls shall begin when answer supervision or equivalent Signaling System 7 (SS7) message is received from the terminating office and shall end at the time of call disconnect by the calling or called subscriber, whichever occurs first.

  • Construction Methods No four course of brick-work, with three joints, shall exceed in height, when built, one inch more than the same bricks piles upon one another without mortar. The bricks are to be well soaked in water before use on works, in proper through so as to be thoroughly wet when layed. The Cessation of the bubbles through the water is an irldication of saturation being complete. For ensuring thorough soaking of the bricks every one or two bricklayers or more as necessary, shall be provided with tubs for use The wall of structures shall be carried up regularly in all cases 1` when the nature of the work will admit of it not leaving any part 915mm (3 feet) lower than another. Horizontal courses shalI be straight, level and even and faces of walls smooth and plumb. A straight edge and a plumb- xxx shall be used for constant checking during progress of the work. No brick-bats shall be permitted to be used except when necessary for obtaining the dimension of the different course or for obtaining the specified bond. All unfinished work must be raked back in course unless otherwise directed arid when new work is to be jointed to it the surface of unfinished work must be cleaned and wetted. The bricks shall be laid by placing sufficient mortar on the wall and forcing every brick into it in such a manner as to completely fill every joint with moratar whether at the bottom, side or end of the brick. The mortar to be used shall be that specified for the relevant schedule items and shall comply with the specification for the mortar specified. The bound used shall be English and shall be carried throughout the work. At all angles forming the junction of any two walls, the bricks shall, at each alternate course be carried into each of the respective walls, so as to thoroughly unite the work. V'Jhen the faces are to be plastered, the joints shall be well raked out before any plaster is laid on should the plaster from want of proper joint ranking detach and 7 fall off from the brick work, the contractor shall strip off the plaster bodily to the extent ordered by Superintending Engineer and shall re-do the work properly at his own expense. All requisite scaffolding shall be provided at the contractor's expense and shall be double i.e., must it have two sets of upright supports Care must be taken to ensure the safety of the work people and the contractor must comply with such instructions as the Superintending Engineer may issue to ensure such safety. The contractor will be entirely responsible for any damage or injuries to person or property resulting from ill-erected scaffolding, defective ladders, or otherwise arising out of his default in this respect. The brick work for the retaining wall shall proceed side by side with the depositing and compacting of earth between the retaining walls. At no time shall the brick-work be constructed more than 405mm (1'-4") above Y the compacted earth. In the retaining wall weep-holes shall be provided at suitable intervals as instructed during execution, with the inner surface of the weep-holed plastered 20mm (3/4") thick in cement mortar 1:4 crouched rock of grades in different layer shall be provided at the inner end of the weep-holes to prevent the choking of the weep-holes to have full drainage. No extra payment will be made for this and no deductions will be made for this in the brick-work.

  • Calculation methodology No adjustment in the Conversion Price need be made unless the adjustment would require an increase or decrease of at least 1% in the Conversion Price then in effect, provided that any adjustment that would otherwise be required to be made shall be carried forward and taken into account in any subsequent adjustment. Except as stated in this Article VI, the Conversion Rate will not be adjusted for the issuance of Common Stock or any securities convertible into or exchangeable for Common Stock or carrying the right to purchase any of the foregoing. Any adjustments that are made shall be carried forward and taken into account in any subsequent adjustment. All calculations under Article V and Section 6.06 hereof and this Section 6.07 shall be made to the nearest cent or to the nearest 1/10,000th of a share, as the case may be.

  • Units of Measurement In all correspondence, in all technical schedules, on all drawings and for all instrument scales, SI units of measurement are to be employed. On drawings where IEC or other units have been used it will be in order if the equivalent SI measurement is suitably marked in addition.

  • Measurement method An isolation resistance test instrument is connected between the live parts and the electrical chassis. The isolation resistance is subsequently measured by applying a DC voltage at least half of the working voltage of the high voltage bus. If the system has several voltage ranges (e.g. because of boost converter) in conductively connected circuit and some of the components cannot withstand the working voltage of the entire circuit, the isolation resistance between those components and the electrical chassis can be measured separately by applying at least half of their own working voltage with those components disconnected.

  • Mileage Measurement Where required, the mileage measurement for LIS rate elements is determined in the same manner as the mileage measurement for V&H methodology as outlined in NECA Tariff No. 4.

  • ICE Method The method used to calculate One-Month LIBOR, as described in Section 3.05.

  • Voting Method Unless otherwise provided by law, when a vote is taken upon any measure before the Board, with a quorum being present, a majority of the votes cast shall determine its outcome. A vote of "abstain" or "present," or a vote other than "yea" or "nay," or a failure to vote, is counted for the purposes of determining whether a quorum is present. A vote of "abstain" or "present," or a vote other than "yea" or "nay," or a failure to vote, however, is not counted in determining whether a measure has been passed by the Board, unless otherwise stated in law. The sequence for casting votes is rotated. On all questions involving the expenditure of money and on all questions involving the closing of a meeting to the public, a roll call vote shall be taken and entered in the Board's minutes. An individual Board member may request that a roll call vote be taken on any other matter; the President or other presiding officer may approve or deny the request but a denial is subject to being overturned by a majority vote of the members present. Any Board member may request that his or her vote be changed before the President announces the result. Any Board member may include a written explanation of his or her vote in the District file containing individual Board member statements; the explanation will not be part of the minutes. Minutes The Board Secretary shall keep written minutes of all Board meetings (whether open or closed), which shall be signed by the President and the Secretary. The minutes include:

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