1 edition of Performance of structures during the Loma Prieta earthquake of October 17, 1989 found in the catalog.
Performance of structures during the Loma Prieta earthquake of October 17, 1989
by U.S. Dept. of Commerce, National Institute of Standards and Technology, For sale by the Supt. of Docs., U.S. G.P.O. in Gaithersburg, MD, Washington, DC
Written in English
|Statement||H.S. Lew, editor ; sponsored by U.S. Geological Survey, Dept. of the Interior.|
|Series||NIST special publication ;, 778|
|Contributions||Lew, H. S., Geological Survey (U.S.)|
|LC Classifications||QC100 .U57 no. 778, TH1095 .U57 no. 778|
|The Physical Object|
|Pagination||1 v. (various pagings) :|
|LC Control Number||90600524|
Engineering Structures. Zhai CH, Li C, Kunnath SK and Wen WP (). “An efficient algorithm for identifying pulse-like ground motions based on significant velocity half-cycles,” Earthquake Engineering and Structural Dynamics. 47 (3), Earthquake engineering is an interdisciplinary branch of engineering that designs and analyzes structures, such as buildings and bridges, with earthquakes in mind. Its overall goal is to make such structures more resistant to earthquakes. An earthquake (or seismic) engineer aims to construct structures that will not be damaged in minor shaking and will avoid serious damage or collapse in a.
A chimney on a Santa Cruz lawn, immediately after the Loma Prieta Earthquake (Photo: K. Anderberg ) WATCH FOR KIRSTEN'S NEW BOOK ABOUT THE LOMA PRIETA QUAKE DUE OUT IN FEB. At pm, on Octo , I had just come from college classes, and was on my way to pick up my 5 year old son from his after school childcare. This video documents scenes of the Octo Loma Prieta Earthquake and its aftermath. The largest to hit the San Francisco area since and regist.
Title: Extension of study on fundamental period of reinforced concrete moment-resisting frame structures Creator(s): Bendimerad, Fouad M.; Shah, Haresh C.; Hoskins, Teresa. Identifier: Text Title: Performance of improved ground during the Loma Prieta earthquake Creator(s): Mitchell, James Kenneth; Wentz, Frederick J. Identifier: Text California Division of Mines and Geology, “CSMIP Strong-Motion Records from the Santa Cruz Mountains (Loma Prieta) California Earthquake of Octo ”, Report OSMS 89– Google Scholar 4–
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Abstract Immediately following the magnitude Loma Prieta earthquake of Octoa team representing the Interagency Committee on Seismic Safety in Construction surveyed the damage to buildings, utilities and transportation by: 5.
Performance of Structures During the Loma Prieta Earthquake of Octo (NIST SP ) by Nist,available at Book Depository with free delivery worldwide. On Octoat p.m. (PDT), a magnitude earthquake severely shook the San Francisco and Monterey Bay regions. The epicenter was located near Loma Prieta peak in the Santa Cruz Mountains, approximately 14 km (9 mi) northeast of Santa Cruz and 96 km (60 mi) south-southeast of San Francisco.
Get this from a library. Performance of structures during the Loma Prieta earthquake of Octo [H S Lew; Geological Survey (U.S.);]. Earthquake Loma Prieta California The Loma Prieta earthquake was a major earthquake that struck the San Francisco Bay Area of California on Octoat p.m.
local time. Caused by a slip along the San Andreas Fault, the quake lasted 10–15 seconds and measured on the moment magnitude scale, or on the open-ended.
The Loma Prieta earthquake occurred on California’s Central Coast on October 17 at p.m. local time ( UTC). The shock was centered in The Forest of Nisene Marks State Park approximately 10 mi (16 km) northeast of Santa Cruz on a section of the San Andreas Fault System and was named for the nearby Loma Prieta Peak in the Santa Cruz Mountains.
THE LOMA PRIETA, CALIFORNIA, EARTHQUAKE OF OCTO PERFORMANCE OF THE BUILT ENVIRONMENT EARTH STRUCTURES AND ENGINEERING CHARACTERIZATION OF GROUND MOTION PERFORMANCE OF EARTH DAMS DURING THE LOMA PRIETA EARTHQUAKE By L.F. Harder, Jr., California Department of Water Resources, Sacramento, Calif.
Read chapter 6. Highway Bridges: The Loma Prieta earthquake struck the San Francisco area on Octocausing 63 deaths and $10 billion worth of. Cypress structure, part of Interstate (the Nimitz Freeway) in West Oakland shortly after being wrecked by the Loma Prieta earthquake on Oct.
17, Photo: Oct. 17,by H.G. Wilshire, courtesy U.S. Geological Survey. Aerial view of devastation in Marina District.
Photo: Chris Hardy, SF. US earthquakes during the past 10–15 years, e.g. Loma Prieta (EERI, ), Northridge (EERI, a), and Nisqually (EERI, ), have revealed the vulnerability of modern building envelopes.
The Loma Prieta, California, Earthquake of Octo Liquefaction SOIL LIQUEFACTION IN THE EAST BAY DURING THE EARTHQUAKE By Robert E. Kayen, U.S. Geological Survey; James K. Mitchell, Virginia Polytechnic Institute and State University; Raymond B. Seed, University of California, Berkeley; and Shin'ya Nishio, Shimizu Corp.
Reprinted From. On Octoa magnitude earthquake hit the San Francisco Bay Area, killing 67 people and causing more than $5 billion in damages. Despite the fact. Performance of earth dams during the Loma Prieta earthquake, by Leslie F.
Harder, J.D. Bray, R.L. Volpe, and K.V. Rodda Analysis of soil-nailed excavations stability during the Loma Prieta earthquake, by Mladen Vucetic, Mark R. Tufenkjian, Guy.
Post-earthquake repair requirements are outlined in a Japanese manual to restore wood buildings SUMMARY . This paper reviews literature since related to the performance of wood structures in earth- quakes. The Loma Prieta earthquake,has been the most significant and visual seismic occur- rence in the last several years.
The Loma Prieta earthquake occurred on Tuesday, Octo at p.m. Pacific Daylight Time. The tremors were felt for a duration of approximately 20 seconds. The moment magnitude was recorded atand a surface wave magnitude of was recorded after consultation with monitoring stations around the world.
The Octo Lorna Prieta Earthquake shook a large number of earth and rockfill darns. There were actually more than darns within 50 miles of the fault rupture associated with this event.
Although more than half of these embankments were less than 60 feet in height, a number of major darns were strongly shaken. In general, the darns performed satisfactory with one major darn and. Performance of structures during the Loma Prieta earthquake Octo / By H. (Hai Sang) Lew, United States.
Interagency Committee on Seismic Safety in Construction., National Institute of Standards and Technology (U.S.) and Center for Building Technology.
Loma Prieta, California, earthquake of Octo geologic setting and crustal structure (OCoLC) Material Type: Government publication, National government publication, Internet resource: Document Type: Book, Internet Resource: All Authors / Contributors. The Loma Prieta Earthquake 3 The San Francisco* Oakland Say Say Bridge Pre-Earthquake On Octothe afternoon commute traffic was lighter than usual for the Bay Area.
This was directly attributable to the third game of the World Series scheduled for p.m. at Candlestick Park. Facts About the Loma Prieta Earthquake When. p.m., Tuesday, Octo The shaking lasted 20 seconds.
Where. The epicenter was on the San Andreas fault roughly 56 miles south of San Francisco and 10 miles northeast of Santa Cruz, near Mt. Loma Prieta in the Santa Cruz Mountains. The Loma Prieta Earthquake: Dashed red line indicates collapsed section of Cypress structure in On Octo at p.m., a devastating earthquake, measuring on the Richter Scale, rocked the city of Oakland, causing billions of dollars worth of .Performance of Structures During the Loma Prieta Earthquake of Octo - Ebook written by H.
S. Lew. Read this book using Google Play Books app on your PC, android, iOS devices. Download for offline reading, highlight, bookmark or take notes while you read Performance of Structures During the Loma Prieta Earthquake of Octo /5(1).
The Loma Prieta Earthquake: Of the images from the Loma Prieta Earthquake, some of the most memorable are of wood light-frame structures in the San Francisco Marina district that experienced collapse or near collapse due to weak/soft first-stories (Figure 1).
Observations of performance of this building type and other residential.