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How human musculoskeletal system deals with the heel strike initiated shock waves

Objective The objective for this work was to investigate how the human musculoskeletal system deals with propagation and attenuation of the shock wave initiated at the heel strike. An experiment was designed to evaluate the shock wave on both tibial tuberosities and forehead.

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How human musculoskeletal system deals with the heel strike initiated shock waves

Fatigue damage in the Lehigh Canal Bridge, November 1974

Fracture resistance of fatigue cracked welded details, March 1980

Behavior of large bolted joints, August 1965, Reprint 314

Final report on i-470 wheeling bridge hanger cables and cracks in tie girder diaphragms, 1984

Field study on the president costa e silva bridge (steel structure),Progress Report No. 3, May 1975

Fatigue behavior of full scale welded bridge attachments, NCHRP 12-15(3), March 1980 (80-29)

Calibration of alloy steel bolts, July 1964, Reprint 267

Plastic analysis of tapered-haunched connections, Lehigh University, (1961)

Static and dynamic tests of beams from the conneaut swamp bridge, July 1980, 90p. Also Final Report to PennDOT, October 1978

Behavior of composite - beam to column joints (manuscript for preprint, ASCE Struct. Eng. Meeting, Louisville, Kentucky, April 14-18, 1969) (-20-9)

Large shingle splices that simulate bridge joints, December 1968 (70-24)

Rio-niteroi bridge - stresses in orthotropic deck under traffic, Dec. 1975.

Field study on the president costa e silva bridge (progress report july 1973-march 1974), April 1974

The analysis of bolted butt joints, Proc. ASCE, Vol. 91, ST5, 1965, Publication No. 274

Plastic analysis of haunched connections, Lehigh University, (1958) MS Thesis

Retrofitting fatigue damaged bridges, for presentation at 1978 Bridge Eng'g Conf., December 1977

Calibration tests of A490 high-strength bolts, Proc, ASCE, Vol. 91, ST5, 1965, Publication No. 273

Design recommendations for fatigue of curved plate and box girder bridges, June 1978 (DOT-FH-11.8198.9) 80-24 FHWA-RD-79-138

Criteria for designing bolted joints (bearing type), January 1963

Static tension tests of bolted lap joints, August 1962

Calibration study of heavy head a325 bolts, Lehigh University, (1962) Reprint No. 232

Determination of tolerable flaw sizes in full size welded bridge details, Final Report (FHWA-RD-77-170), December 1977. (77-44)

A514 steel joints fastened by a325 bolts, June 1967

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