By Scott C. Stevenson
Initially released by way of Stevenson, Inc., this functional source assists nonprofit leaders and execs in learning new and higher methods of picking out, cultivating, and effectively soliciting extra deliberate presents. as well as actionable assistance and methods, this source presents examples from different charities and nonprofit organisations in addition to necessary types and brochures.
Important issues lined include:
- Strategies for selling bequests
- Incorporating deliberate giving into capital campaigns
- Developing deliberate giving advertising plans
- Acquiring testimonials
- Identifying deliberate reward expectancies
- Planning guidebooks
- Attracting deliberate gifts
- Life coverage gifts
- Residual bequests
- Preserving deliberate present expectancies
- Prospect management
- Referral forms
- Donor/prospect communication
- Employee giving
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Extra resources for 92 Strategies for Marketing Planned Gifts
Excess pore water pressure ratio versus FS liq under level ground conditions, from laboratory test data (after Marcuson et al. 1990). residual is what remains after cyclic loading has ceased). The limiting value of the residual ru will be less than 100%, as shown by Ishihara and Nagase (1980) and Boulanger (1990), and is illustrated by the experimental results in Figure 27. The value of ru,lim decreases with increasing α, as shown in Figure 32 for cyclic simple shear tests on Fuji River sand (Ishihara and Nagase 1980).
The drained cyclic behavior shown in Figure 14 can be directly related to certain features of behavior in undrained cyclic loading, as described below. In particular, the fact that the sand transitioned from incrementally dilative during application of shear loads to incrementally contractive during unloading has a strong counterpart in the undrained loading response. , σ stays constant, while σ decreases and u increases). This process is schematically illustrated in Figure 15 and can be described as follows.
Several features of the behavior in Figure 16 are worth noting. 0 was reached after about 27 cycles of loading. The axial strains (εa ) remained relatively small (a fraction of 1%) until p approached zero and ru approached 100%, after which the axial strains increased to about 2% in less than 2 additional cycles of loading. org Liquification-172002 book July 14, 2008 11:3 Axial strains would have increased very rapidly with continued cyclic loading, although this particular test was stopped after reaching 3% strain.