Evaluation of the Hualien quarter scale model seismic experiment

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Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, Supt. of Docs., U.S. G.P.O. [distributor] , Washington, DC
Soil-structure interaction -- Taiwan -- Hua-lien shih., Vibration tests., Dynamic testing -- Taiwan -- Hua-lien
ContributionsMiller, C. A. 1932-, U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., City University of New York. City College. Earthquake Research Center.
The Physical Object
FormatMicroform
Pagination4 v.
ID Numbers
Open LibraryOL18165474M
ISBN 100160616557, 0160616565, 0160616573, 0160616581

The volumes contained in this report ("Evaluation of the Hualien Quarter Scale Model Seismic Experiment" are: Vol. 1 Description of Experiment and Summary of Results Vol. 2 Geotechnical Site Characterization Review Vol. 3 Results of the Forced Vibration Tests Vol.

4 Response of the Model to Seismic Events iii NUREG/CR Evaluation of the Hualien Quarter Scale Model Seismic Experiment Geotechnical Site Characterization Review Manuscript Completed: October Date Published: March Prepared by C.

Miller, C. Costantinoa I. Pires, C. J Iiggins "City College of New York, Principal Contractor Earthquake Research Center Department of Civil Engineering.

The volumes contained in this report ("Evaluation of the Hualien Quarter Scale Model Seismic Experiment") are: Vol.

1 Description of Experiment and Summary of Results Vol. 2 Geotechnical Site Characterization Review Vol. 3 Results of the Forced Vibration Tests Vol.

4 Response of the Model to Seismic Events NUREG/CR The volumes contained in this report,"Evaluation of the Hualien Quarter Scale Model Seismic Experiment," are: Vol. 1 Description of Experiment and Summary of Results Vol. 2 Geotechnical Site Characterization Review Vol.

3 Results of the Forced Vibration Tests Vol. 4 Response of the Model to Seismic Events nli NUREG/CR Get this from a library. Evaluation of the Hualien quarter scale model seismic experiment. [C A Miller; U.S.

Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology.; City University of New York. City College. Earthquake Research Center.;]. Evaluation of the Hualien Quarter Scale Model Seismic Experiment, Vol.

Details Evaluation of the Hualien quarter scale model seismic experiment EPUB

Results of the Forced Vibration Tests City College of New York, Washington, DC. Evaluation of the Hualien Quarter Scale Model Seismic Experiment, Vol.

2, Geotechnical Site Characterization Review City College of New York, Washington, DC () Ordóñez, G.A. Ordóñez SHAKE User’ s Manual. 2. Hualien seismic experiment Introduction. Hualien is located south of Lotung on the east coast of Taiwan, in a highly active seismic zone near the Phillipine Sea Plate boundary.

Within a circle of 60 km, the annual number of earthquakes with M l >6 is ca 1 (M l =Richter local magnitude). Introduction An international joint program, large-scale seis- mic test (LSST) program at Hualien, Taiwan (Fig. 1), is ongoing (Tang et al., ), which includes, as the experimental phases, site soil geotechnical investigation, FVT of the 1/4-scale containment model before and after backfill and seismic obser- vation of the concerned soil.

ELSEVIER Nuclear Engineering and Design () Nuclear Large-scale seismic test program at Hualien Taiwan1 H.L. Gravesa, H.T. Tangb, Y.C.

Description Evaluation of the Hualien quarter scale model seismic experiment FB2

Liaoc aNuclear Regulatory Commission, Washington, DCUSA bElectric Power Research Institute, Palo Alto, CAUSA CTaiwan Power Company, Taiwan Received 23 September ; in revised form 9 May Abstract The large scale seismic. The Hualien project has been initiated as a continuation of the Lotung Large-Scale Seismic Experiment i.

Both test programs have involved construc- tion of nuclear power plant containment models and monitoring of their earthquake response in conjunction with the surrounding soil. a three-dimensioaal quarter model (Fig. 9) was used, and. Data Mine: Ridgecrest, California, Earthquake Sequence (Guest Editor: Taka’aki Taira).

Historical Seismograms (Guest Editors: Allison L. Bent, Diane I. Doser, Lorraine J. Hwang). A North American Regional Seismic Networks (Guest Editors: John E. Ebel, Elizabeth Vanacore, Mitchell Withers). The 6 February Mw Hualien, Taiwan, Earthquake (Guest Editors: Kuo. Source Model of the M w Yutian Earthquake at the Southwestern End of the Altyn Tagh Fault in Tibet Estimated from Satellite Images.

Blast finite element model Quarter-scale blast experiment. Woodson and Baylot performed a series of experiments on two-story, two-bay RC frame specimens to investigate the blast response of an exterior RC column. The authors selected a typical RC frame structure common in low-seismic risk regions in the United States.

Hualien experiment: Seismic analysis and evaluation of the current French design practice of the one-quarter-scale reinforced concrete Hualien (Taiwan) containment model are derived from the.

Probabilistic and Deterministic Seismic Soil Structure Interaction Analyses for the Lotung Quarter-Scale Containment Model Conference Paper (PDF Available) April with 76 Reads How we. "Evaluation of the Hualien Quarter Scale Model Seismic Experiment." The probabilistic analysis approach used in P-CARES is based on the seismic probability risk assessment (PRA) method outlined in Appendix B of the American Nuclear Society.

“Determination of the Seismic Performance of the Existing Building by Full Scale Tests” International Workshop On Large-scale and On-site Structural Testing for Seismic Performance Assessment.

20 October Istanbul Technical University. Both non-linear analysis method and equivalent linear analysis methods have been validated against the Hualien Large Scale Seismic Test in Taiwan. and evaluation of seismic isolation.

The concrete basemat of a one-quarter scale model of a nuclear power plant containment building was subjected to steady-state forced-vibration testing. Evaluation of seismic margins for an in. The first model is basically an extension of the model proposed by Constantinou et al.

()Journal of Earthquake Engineering, (2), –, while the second model. In the building base, V F implies the seismic shear carried by all columns, V W the seismic shear carried by all walls and V tot = V F + V W the total seismic shear at ground floor level.

Frame system. Structural system comprising only columns, or both columns and walls, in which columns are the main resisting elements with V F /V tot > 2. National Center for Research on Earthquake Engineering (NCREE; Chinese: 國家地震工程研究中心) is an organisation found in Taipei, Taiwan is located on the ridge of the Eurasian and Philippine tectonic plates, it is highly biggest earthquake in Taiwan in more than a century was 21 Septemberalso known as the Chi-Chi earthquake which measured on the.

Tang, Y.K. et al () “The Hualien Large-Scale Seismic Test for Soil-Structure Interaction Research,” Transactions, SM Vol. K, pp. 69– Google Scholar The book has been written in the terms of the theory of ill-posed problems and contains a special chapter encouraging readers to master the elements of this theory that defines the philosophy of the physical experiment.

The book thus offers the connected and consistent account of the principles of magnetotellurics from that single viewpoint.

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Numerical and experimental evaluation of seismic capacity of high-rise steel buildings subjected to long duration earthquakes D.G.

Lignosa,⇑, Y. Chungb, T. Nagaec, M. Nakashimad a Department of Civil Engineering and Applied Mechanics, McGill University, Sherbrooke St. West, Room C, Montreal QC, Canada H3A 2K6 bDivision of Seismic Resistant Structures, Disaster Prevention Research. Book Review An Introduction to Seismic Interpretation.

McQuillin, Limited. Bacon and W. Barclay. Graham and Trotman Seismic reflection interpretation has been well served with texts in recent years, but this book is notable in presenting plenty of case-history material. Four case studies make up almost the entire last third. Seismic magnitude scales are used to describe the overall strength or "size" of an are distinguished from seismic intensity scales that categorize the intensity or severity of ground shaking (quaking) caused by an earthquake at a given location.

Magnitudes are usually determined from measurements of an earthquake's seismic waves as recorded on a seismogram. Seismic attributes are the components of the seismic data, which are obtained by measurement, computation, and other methods from the seismic data.

Seismic attribute analysis can extract information from seismic data that is, otherwise, hidden in the data and have been used to identify prospects, ascertain depositional environments. EXPERIMENT 1.

Detecting an Earthquake: How can movement of Earth's crust be measured. Purpose/Hypothesis. In this experiment, you will construct a simple seismograph and simulate the forces that cause an earthquake.

Your seismograph is a simple model, but you will see if it can detect vibrational activity in your house or building. Seismic Design Specification for Buildings, Structures, Equipment, and Systems: 12/31/ 1 1 General Design Requirements SLAC will use the California Building Code (CBC) for structural design criteria.1 The CBC adjusts the level of design based on risk categories from I to IV.a| Probabilistic and Deterministic Seismic Soil Structure Interaction Analyses for the Lotung Quarter‐Scale Containment Model -- Seismic Isolation of Safety‐Related Nuclear Structures -- Site Response Analyses -- Simple Shear Connections--Not so Simple -- Designing and Detailing Welded Skewed T‐Joints -- Finite Element Analyses of Super Composite Column and Its Connections for Ping .NUREG/CR, Vol.

2 Evaluation of the Hualien Quarter Scale Model Seismic Experiment Geotechnical Site Characterization Review City College of New York Quarter scale model of Frank Gehry's Side Wiggle Chair for my RISD Design Principles class.