Ben Clifford Gerwick
Engineers at Country Clb Dr, Oakland, CA

License number
Colorado 35022
Issued Date
Jan 12, 2001
Renew Date
Feb 1, 2005
Expiration Date
Jan 31, 2007
Type
Professional Engineer
Address
Address
5727 Country Club Dr, Oakland, CA 94618

Professional information

Ben Gerwick Photo 1

Gravity Base Of Offshore Production Platform With Ice-Pentrating Peripheral Nose Sections

US Patent:
4422804, Dec 27, 1983
Filed:
Dec 10, 1981
Appl. No.:
6/329372
Inventors:
Ben C. Gerwick - Oakland CA
Edward B. Price - Dallas TX
Thomas P. Taylor - Duncanville TX
Assignee:
Mobil Oil Corporation - New York NY
International Classification:
E02B 1700
US Classification:
405210
Abstract:
A gravity base offshore production platform structure and, more particularly, a production platform for use in an arctic environment, including an encircling structure having a predetermined configuration the protection of the offshore structure in iceberg-infested waters which are capable of resisting the destructive forces of an impact produced by a large iceberg. The gravity base offshore production platform structure consists of a monolithic, massive concrete structure of a configuration providing a plurality or horizontal array of upright, mostly cylindrical compartments, which is supported on a concrete or slab foundation nesting on the marine floor. Generally, although not necessarily, the compartmented structure rises above the marine surface and is covered by a concrete slab or similar covering structure to thereby form closed compartments within the monolithic structure. The circumference of the concrete structure incorporates a plurality of ice-deflecting nose portions which are integrally formed with the wall structure of the exteriorly located compartments of the array, and are reinforced to withstand large iceberg forces upon impact. These reinforced nose portions impart either a "scallop-like" configuration to the circumference of the structure, or when in the shape of substantially pointed wall sections, a "starpoint" form capable of resisting and absorbing extremely high energy of large, fast moving and strong icebergs by progressively crushing the leading edge of an impacting iceberg.


Ben Gerwick Photo 2

Structure For Offshore Exploitation

US Patent:
4433941, Feb 28, 1984
Filed:
Dec 20, 1982
Appl. No.:
6/451372
Inventors:
Ben C. Gerwick - Oakland CA
Stephen J. Hatcher - Duncanville TX
Assignee:
Mobil Oil Corporation - New York NY
International Classification:
B63B 3508, E02B 1700
US Classification:
405211
Abstract:
A structure for use in exploiting arctic offshore areas where floating ice masses may be present. The structure is comprised of a floating hull having ice-breaking capabilities which is moored by a plurality of mooring means which extend vertically from a moonpool in the hull to the marine bottom directly under the hull. The mooring means comprises flexible lines, e. g. nylon, steel, or the like or rigid conduits, e. g. drill pipe. Means are provided within the moonpool for tensioning the mooring means to thereby draw the hull downward to a position below its normal buoyant position thereby substantially eliminating vertical heaving of the hull. When an ice mass contacts the hull, tension on the mooring means is relaxed to thereby allow the hull to rock upward against the ice thereby generating the forces necessary for the ice-breaking operation. Due to the present mooring means, the hull moves only a relatively short lateral distance in breaking an approaching ice mass. This is important in floating drilling operations.


Ben Gerwick Photo 3

Building System For Seismic-Active Areas

US Patent:
4106301, Aug 15, 1978
Filed:
Mar 28, 1977
Appl. No.:
5/782258
Inventors:
Ben C. Gerwick - Oakland CA
Assignee:
Kajima Corporation - Tokyo
International Classification:
E02B 1700, E02D 500
US Classification:
61 86
Abstract:
A building system for seismic-active areas includes a base structure and an upper structure connected to the base structure by a system of connector means which collectively provide a relatively rigid interconnection under normal conditions and a relatively flexible connection when subjected to seismic disturbances. When the building system is subjected to seismic disturbances, rigid connector members fail by buckling and other connector members flex without failing to provide the relatively flexible interconnection.