Stanley Dean Lindsey
Engineers in Nashville, TN

License number
Utah 149234-2202
Issued Date
Jan 1, 1910
Expiration Date
Dec 31, 2002
Category
Engineer/Land Surveyor
Type
Professional Engineer
Address
Address
Nashville, TN

Personal information

See more information about Stanley Dean Lindsey at radaris.com
Name
Address
Phone
Stanley Lindsey, age 58
823 Cedarstone Way, Nashville, TN 37214
(615) 885-8067
Stanley Lindsey, age 57
2812 Windemere Dr, Nashville, TN 37214
Stanley Lindsey
1416 Pullen Rd, Sevierville, TN 37862
(865) 414-2684
Stanley Lindsey
175 Ridgecrest Rd, Jackson, TN 38305
(731) 423-0649
Stanley S Lindsey
823 Cedarstone Way #15, Nashville, TN 37214
(615) 885-8067

Professional information

See more information about Stanley Dean Lindsey at trustoria.com
Stanley Lindsey Photo 1
Building Structure Method

Building Structure Method

US Patent:
4442639, Apr 17, 1984
Filed:
Nov 27, 1981
Appl. No.:
6/325506
Inventors:
Stanley D. Lindsey - Nashville TN
Socrates A. Ioannides - Nashville TN
Jack R. Horner - Nashville TN
William S. Denton - Morristown TN
Donald P. Shell - Knoxville TN
Hubert Bebb - Gatlinburg TN
International Classification:
E04B 132
US Classification:
52 73
Abstract:
A structure and method for producing such a structure of a unique design is disclosed. The structure produced by the features and techniques of this invention comprise a base (16) which is typically supported by the earth (18). The base (16) supports a vertical core structure (14) which extends from the base to a top end. A tension ring (24) is fixedly attached to the top end of the core structure (14). In addition, a compression ring (22) is fixedly attached to the core structure (14). A multiplicity of curved meridian members (26), (28), (30) and (32), extend between the tension ring (24), and the compression ring (22) are of a single selected shape and are circumferentially shaped around the tension ring (24) and the compression ring (22). A multiplicity of radial members (62 through 68) extend horizontal between the core structure (14) and the curved meridian members (26 through 32) and provide structural support for floors and ceilings separating various building levels. In addition, there is a multiplicity of circular hoop members (54 through 60) which provide structural support to the meridian members (26 through 32) to prevent buckling and deformation.