STANLEY D LINDSEY
Engineering in Nashville, TN
License number
Massachusetts 21318
Issued Date
May 19, 1967
Expiration Date
Jun 30, 2004
Type
Structural Engineer
Address
Address
Nashville, TN 37203
Organization information
See more information about STANLEY D LINDSEY at bizstanding.comStanley D Lindsey & Associates
1801 W End Ave STE 400, Nashville, TN 37203
Phone:
(615) 320-1735 (Phone)
Presidents:
Denise Briggs (Marketing Coordinator),Laura Kannard (Human Resources Director),Thomas Tarpy (President)
SIC:
8711 - Engineering Services
SIC6:
871199 - Engineering services, nec
Company size:
55
STANLEY D LINDSEY & ASSOC
1801 W End Ave, Nashville, TN 37203
Industry:
Structural Engineer, Engineers-Structural
Site:
Phone:
(615) 320-1735 (Phone), (615) 320-0387 (Fax)
SIC:
8711 - Engineering Services
Stanley D. Lindsey & Associates, Ltd
1801 W End Ave SUITE 400, Nashville, TN
Industry:
PROFESSIONAL ENGINEERING, CONSULTATION & RESEARCH
Registration:
Jul 13, 1994
State ID:
000080428
Business type:
Foreign Corporation
PRESIDENT:
Thomas S Tarpy., Ph.d., P.e (PRESIDENT), 111 Courtyard Dr, Brentwood, TN 37027 (Physical)
Agent:
Ct Corporation System,10 Weybosset St, Providence, RI 02903 (Physical)
Professional information
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
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.