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Strain accumulation rates in the western United States between 1970 and 1978 Strain accumulation rates in the western United States between 1970 and 1978

The rate of dilatation and the rate and direction of shear have been determined from trilateration data for 23 Geodolite networks in the western United States. Sixteen nets are located along the San Andreas fault system between Point Reyes, California, and the United States‐Mexico border. Other locations are across the Garlock fault in California; across Puget Sound near Seattle...
Authors
W.H. Prescott, James C. Savage, W. T. Kinoshita

Geodimeter measurements of strain during the Southern California Uplift Geodimeter measurements of strain during the Southern California Uplift

A review of geodimeter measurements made along the ‘big‐bend’ section of the San Andreas fault in southern California indicates no significant increment in strain during the period of major uplift (late 1959 to mid‐1963). Specifically, no evidence of an increment in compressional strain normal to the San Andreas fault at the time of the uplift was found. Geodolite measurements at four...
Authors
James C. Savage, W.H. Prescott

Results of a reconnaissance microearthquake survey of Bucaramanga, Colombia Results of a reconnaissance microearthquake survey of Bucaramanga, Colombia

Six University of Wisconsin portable, continuously‐recording seismographs were operated for 3½ days in late 1976 in the Eastern Cordillera of Colombia in a 200‐km‐diameter array around Bucaramanga, where there are also three permanent stations of the Instituto Geofísico de Los Andes Colombianos. Twenty‐seven microearthquakes were recorded. Most can be well located. Only one event...
Authors
W.D. Pennington, Walter D. Mooney, Rene van Hissenhoven, H. Meyer, J.E. Ramirez, Robert P. Meyer

A single-degree-of-freedom model for non-linear soil amplification A single-degree-of-freedom model for non-linear soil amplification

For proper understanding of soil behavior during earthquakes and assessment of a realistic surface motion, studies of the large-strain dynamic response of non-linear hysteretic soil systems are indispensable. Most of the presently available studies are based on the assumption that the response of a soil deposit is mainly due to the upward propagation of horizontally polarized shear waves...
Authors
Mustafa Ozder Erdik

Interim report on the St. Elias, Alaska earthquake of 28 February 1979 Interim report on the St. Elias, Alaska earthquake of 28 February 1979

On 28 February 1979 an earthquake with surface wave magnitude (Ms) of 7.7 (W. Person, personal communication, 1979) occurred beneath the Chugach and St. Elias mountains of southern Alaska (fig. 1). This is a region of complex tectonics resulting from northwestward convergence between the Pacific and North American plates. To the east, the northwest-trending Fairweather fault accommodates...
Authors
John C. Lahr, George Plafker, C.D. Stephens, K. A. Foglean, M. E. Blackford

Preliminary summary of the U.S. Geological Survey strong-motion records from the October 15, 1979 Imperial Valley earthquake Preliminary summary of the U.S. Geological Survey strong-motion records from the October 15, 1979 Imperial Valley earthquake

This report summarizes the data from near-in strong-motion accelerograph stations operated by the U.S. Geological Survey in the Imperial Valley of California at the time of the October 15, 1979 Imperial Valley earthquake. The purpose of this report is to alert others as to the nature of the strong-motion data that is available from this event. In order to provide the information in a...
Authors
R. L. Porcella, R.B. Matthiesen

Compilation of strong-motion records from the August 6, 1979 Coyote Lake earthquake Compilation of strong-motion records from the August 6, 1979 Coyote Lake earthquake

This report represents a joint effort by the OSMS, CDMG and the U.S. Geological Survey (USGS). The report summarizes all strong-motion accelerograph records recovered from the August 6, 1979 Coyote Lake earthquake. The majority of accelerograms were recorded at stations operated by the OSMS-CDMG and USGS; the latter organization operates a network of instruments that belong to various...
Authors
R. L. Porcella, R.B. Matthiesen, R.D. McJunkin, J.T. Ragsdale

Playback Station #2 for Cal Net and 5-day-recorder tapes Playback Station #2 for Cal Net and 5-day-recorder tapes

A second system (Playback Station #2) has been set up to play back Cal Net 1" tapes and 5-day-recorder 1/2" tapes. As with the first playback system (Playback Station #1) the tapes are played back on a Bell and Howell VR3700B tape deck and the records are written out on a 16-channel direct-writing Siemens "0scillomink." Separate reproduce heads, tape guides, and tape tension sensor...
Authors
Jerry P. Eaton

Five-day recorder seismic system Five-day recorder seismic system

The 10-day recorder seismic system used by the USGS since 1965 has been modified substantially to improve its dynamic range and frequency response, to decrease its power consumption and physical complexity, and to make its recordings more compatible with other NCER systems to facilitate data processing. The principal changes include: 1. increasing tape speed from 15/160 ips to 15/80 ips
Authors
Ed Criley, Jerry P. Eaton, Jim Ellis

FORTRAN programs for calculating nonlinear seismic ground response in two dimensions FORTRAN programs for calculating nonlinear seismic ground response in two dimensions

The programs described here were designed for calculating the nonlinear seismic response of a two-dimensional configuration of soil underlain by a semi-infinite elastic medium representing bedrock. There are two programs. One is for plane strain motions, that is, motions in the plane perpendicular to the long axis of the structure, and the other is for antiplane strain motions, that is...
Authors
W. B. Joyner
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