Area-APC Model Sample Clauses

Area-APC Model. To study the space and time variation for the risk of disease, many general or more heavily parameterized Bayesian approaches in Area-APC (AAPC) models have been proposed to study spatio-temporal mappings of disease rates [Xxxxxx et al., 1997, Xxxxxx and Xxxxx, 2009]. AAPC models have been studied in some recent work in considering spatial correlation in time or important cohort effects [Xxxxxxx, 2006a]. In an analysis of lung cancer rates in Tuscany, Xxxxxxx et al. [2003] introduced a full area-age-period-cohort (AAPC) model to study the spatio-temporal pattern of disease risk. The model incorporates the main effect of area, age, period and cohort, and interaction terms such as the area-cohort and area-period interactions. The model is as follows: log(λiap) = νi + µi + θa + γp + δc + ϕip + ϕic, where λiap is the relative risk for the αth age group and the pth calendar period in the ith area, νi and µi are the spatial terms, θa, γp, and δc are the age, period, and cohort main effects, ϕip is the space-period interaction and ϕic is the space-cohort interaction. Two different spatial effects considered in this model can be viewed as random effects where unstructured spatial effects νi represents the spatial heterogeneity and structured spatial effects µi considers the spatial clustering [Xxxxxxx et al., 2003]. A Kronecker product of the structure matrix for the relevant dimensions [Xxxxxxx, 2006a, Xxxxxxx et al., 2003, Xxxxxx and Xxxx, 2004] is used to derive the prior distribution for the interaction terms. The joint distribution for spatio-temporal interactions is modeled as a multinormial distri- bution. For example, the joint spatio-period interactions ϕ = (ϕip, i = 1, ..., N, p = 1, ..., P ) are taken as ϕ ∼ N (0, τϕKµ p). The structure matrix Kµ p is the Kronecker product of Kµ for the spatial effect and Kp for the period effect, such as Kµ p = Kµ ⊗ Kp. Since both Kµ and Kp are symmetric and singular matrices, their Kronecker product Kµ p is symmetric and singular as well. Therefore, the joint density for spatio-temporal effects is improper [Xxxxxx et al., 1997]. Xxxxxx and Xxxxx [2009] pointed out that the proper posterior may not always result, thus extra care must be taken when using the improper priors. As an alternative solution, Xxxxxxx [2006b] introduced the parsimonious product interactions schemes with generic form αiβp, i = 1, ..., N, p = 1, ..., P, where αi are the structured spatial effects, subject to Σi αi = 0, while Σ P−1 βp = exp(ηp)/[1...
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  • Development Schedule The Project shall substantially comply with the specific timetables and triggers for action set forth in Article 5 of this Agreement. The parties acknowledge that, as provided in G.S. 160A-400.25(b), the failure to meet a commencement or completion date shall not, in and of itself, constitute a material breach of this Agreement pursuant to G.S. 160A-400.27 but must be judged based upon the totality of the circumstances.

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  • Construction Progress Schedule; Overall Project Schedule The Contractor shall submit for review by the Design Professional and approval by the Owner a Construction Progress Schedule based upon the Design Professional’s Preliminary Design and Construction Schedule and prepared using a CPM (Critical Path Method) process within sixty days after the Effective Date of the Contract, utilizing a full-featured software package in a form satisfactory to the Design Professional and Owner, showing the dates for commencement and completion of the Work required by the Contract Documents, including coordination of mechanical, plumbing, and electrical disciplines, as well as coordination of the various subdivisions of the Work within the Contract. Milestones must be clearly indicated and sequentially organized to identify the critical path of the Project. The Construction Schedule will be developed to represent the CSI specification divisions. It shall have the minimum number of activities required to adequately represent to the Owner the complete scope of Work and define the Project’s (and each Phase’s if phased) critical path and associated activities. The format of the Construction Progress Schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, inspections for Material Completion and Occupancy Date, and Final Completion Date. The Contractor shall submit, along with the Construction Progress Schedule, the Submittal Schedule for approval by the Design Professional, correlating the associated approval dates for the documents with the Construction Progress Schedule. Upon recommendation by the Design Professional and approval by the Owner, the Construction Progress Schedule shall become the Overall Project Schedule, which shall be utilized by the Design Professional, Owner and Contractor. The Contractor must provide the Design Professional and the Owner with monthly updates of the Overall Project Schedule indicating completed activities and any changes in sequencing or activity durations, including approved change orders. See also Article 3.3.5.

  • Alternate Work Schedule An alternate work schedule is any work schedule where an employee is regularly scheduled to work five (5) days per week, but the employee’s regularly scheduled two (2) days off are NOT Saturday and Sunday.

  • Project Schedule Construction must begin within 30 days of the date set forth in Appendix A, Page 2, for the start of construction, or this Agreement may become null and void, at the sole discretion of the Director. However, the Recipient may apply to the Director in writing for an extension of the date to initiate construction. The Recipient shall specify the reasons for the delay in the start of construction and provide the Director with a new start of construction date. The Director will review such requests for extensions and may extend the start date, providing that the Project can be completed within a reasonable time frame.

  • Alternative Work Schedule An alternate forty (40) hour work schedule (other than five (5) uniform and consecutive eight (8) hour days in a seven (7) day period), or for hospital personnel an eighty (80) hour workweek in a fourteen (14) day period and other mutually agreed upon schedules that comply with applicable federal and state law. Employee work schedules normally include two (2) consecutive days off.

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