scholarly journals Reconnaissance Report on the 31 March 2002 Earthquake on the East Coast of Taiwan

2003 ◽  
Vol 19 (3) ◽  
pp. 531-556 ◽  
Author(s):  
C. H. Loh ◽  
K. C. Tsai ◽  
L. L. Chung ◽  
C. H. Yeh
Keyword(s):  
Earthquake Engineering ◽  
East Coast ◽  
Strong Motion ◽  
Building Damage ◽  
Lessons Learned ◽  
Typical Situation ◽  
Taipei Basin ◽  
Basin Effects ◽  
Motion Characteristics ◽  
Taiwan Earthquake

On 31 March 2002, an earthquake of magnitude ML=6.8 occurred in northeastern Taiwan that caused five deaths and damage to more than 300 buildings. The earthquake left some important lessons; these lessons were not considered after the 1999 Chi-Chi (Taiwan) earthquake but must be taken into account for the management of a similar situation in the future. This article first presents the strong motion characteristics found from the ground accelerations recorded from this event. In particular, the basin effects on the distribution of ground motion intensities observed in Taipei Basin are critically reviewed. Observations of some severe building damage following the earthquakes are then summarized. The building damage modes for this event, particularly due to the basin effect, are explored in detail. The characteristics of the building disaster reflected a typical situation that can occur in cities located in high seismic risk. Finally, the collapse of the two tower cranes on, and its impact on, the Taipei Financial Center construction site are described in detail. This article presents the main lessons learned from this earthquake in the light of work performed by the research team for natural disaster from the National Center for Research on Earthquake Engineering, Taiwan.

Strong Motion Attenuation Relations: A Ten-Year Perspective

1985 ◽  
Vol 1 (4) ◽  
pp. 759-804 ◽  
Author(s):  
Kenneth W. Campbell
Keyword(s):  
Ground Motion ◽  
Earthquake Engineering ◽  
Strong Ground Motion ◽  
Strong Motion ◽  
The United States ◽  
Attenuation Relations ◽  
Empirical Prediction ◽  
Motion Data ◽  
Motion Characteristics ◽  
Strong Ground

Research on strong ground-motion characteristics conducted in the United States within the last 10 years (1974-1984) forms the basis for a detailed discussion of important factors to be considered when selecting or developing strong-motion attenuation relations for use in earthquake engineering and seismic hazard studies. While emphasis is placed on the empirical prediction of ground-motion amplitudes, a brief discussion of procedures is presented that can be used when insufficient strong-motion data are available to perform an adequate statistical analysis. The discussion is followed by a tabulated summary of selected strong-motion attenuation relations proposed and developed in the last 10 years (1974-1984) to acquaint the reader with the types of relationships currently available.

Wellington’s earthquake resilience: Lessons from the 2016 Kaikōura earthquake

2020 ◽  
Vol 36 (3) ◽  
pp. 1448-1484 ◽  
Author(s):  
Misko Cubrinovski ◽  
Brendon A Bradley ◽  
Kenneth J Elwood ◽  
David Johnston ◽  
Caroline Orchiston ◽  
...  
Keyword(s):  
Earthquake Engineering ◽  
Structural Damage ◽  
Reclaimed Land ◽  
High Rise ◽  
Wide Range ◽  
Critical Issues ◽  
Basin Effects ◽  
Motion Characteristics ◽  
Earthquake Resilience ◽  
Kaikoura Earthquake

Wellington city, the capital of New Zealand, experienced substantial damage and impacts from the 2016 Kaikōura earthquake, despite its relatively large distance of 60 km from the source of the earthquake. This article draws on impact observations from this event to discuss critical issues for Wellington’s earthquake resilience. Ground motion characteristics exhibiting substantial amplifications in native and reclaimed sites, including basin effects, liquefaction of reclaimed land at the port of Wellington, characteristic structural and non-structural damage to mid- and high-rise buildings, and socio-economic impacts on community are explored in detail. The main thrust of the article is to discuss implications of these observations, identify needs, and stimulate actions across a wide range of earthquake science, earthquake engineering, and socio-economic disciplines to achieve adequate resilience levels for Wellington, and other cities facing similar seismic risks.

Observed Variation of Earthquake Motion across a Basin—Taipei City

1998 ◽  
Vol 14 (1) ◽  
pp. 115-133 ◽  
Author(s):  
Chin-Hsiung Loh ◽  
Jeng-Yaw Hwang ◽  
Tzay-Chyn Shin
Keyword(s):  
Ground Motion ◽  
Seismic Waves ◽  
Principal Direction ◽  
Response Spectrum ◽  
Strong Motion ◽  
Seismic Source ◽  
Spectral Ratio ◽  
Site Amplification ◽  
Taipei Basin ◽  
Basin Effects

Local site amplification of sedimentary deposit during earthquakes is an important issue in strong ground motion analysis. The phenomenon is more obvious for sediment basin. From the strong-motion instrumentation network of Taipei basin, the ground motion characteristics of the basin effects are studied from two seismic events: the June 5, 1994 earthquake with ML = 6.57 and the June 25, 1995 earthquake with ML = 6.50. The objective is to investigate the effects of the basin structure on the patterns of the recorded ground motions. The analyses include: (1) response spectrum and spectral ratio analyses; (2) correlation of seismic source, PGA distribution and strong-motion duration with site amplification, (3) principal direction analysis of seismic waves in the basin. The observed variations of ground motion across the basin are different from each other because of the basin effect. It means that for the Taipei basin, the basin effects for shallow sources are going to be much more significant than for the deep sources.

Responses of the Earthquake Engineering Research Community to the Chi-Chi (Taiwan) Earthquake

2001 ◽  
Vol 17 (4) ◽  
pp. 635-656 ◽  
Author(s):  
Chin-Hsiung Loh ◽  
Ching-Yen Tsay
Keyword(s):  
Earthquake Engineering ◽  
Early Morning ◽  
Research Community ◽  
Point Of View ◽  
Loss Assessment ◽  
Engineering Research ◽  
Earthquake Loss ◽  
Bridge Damage ◽  
Motion Characteristics ◽  
Taiwan Earthquake

In the early morning of 21 September 1999, a devastating earthquake struck the central region of Taiwan. This earthquake became known as the “Chi-Chi” Taiwan earthquake. Immediately after the occurrence of the earthquake, the National Center for Research on Earthquake Engineering (NCREE) organized reconnaissance teams to investigate the damage in the earthquake-affected area. The purpose of this paper is to describe the inter-collaborations and actions that were taken by NCREE and the engineering research community. This paper also describes the damage situation from an engineering point of view that includes fault investigations, studies of strong ground motion characteristics, building and bridge damage investigations, geotechnical damage surveys, and lifeline damage investigations. The NCREE's emergency response decision support system and the HAZ-Taiwan earthquake loss assessment program are also described.

i1-net: The Iran Strong Motion Network

2021 ◽  
Author(s):  
Mohammad Pourmohammad Shahvar ◽  
Esmaeil Farzanegan ◽  
Attiyeh Eshaghi ◽  
Hossein Mirzaei
Keyword(s):  
Earthquake Engineering ◽  
Strong Motion ◽  
Current Status ◽  
Primary Input ◽  
The Road ◽  
Leading Position ◽  
Hazard And Risk ◽  
Ground Motion Records ◽  
Strong Motion Network ◽  
Strong Ground

Abstract Strong ground-motion records are the primary input data in earthquake engineering studies to improve understanding of seismic hazard and risk. As the overseer of the Iran Strong Motion Network (i1-net), the Road, Housing, and Urban Development Research Center occupies the leading position in this field in the country. With more than 1260 active accelerometers and a collection of over 14,129 earthquake recordings since 1973, the Iran Strong Motion Network is the major Iranian source of information for engineering seismology and earthquake engineering. The present article describes the current status and developments of the i1-net in the last 46 yr.

Spectral matching RotD100 target spectra: Effect on records characteristics and seismic response

2021 ◽  
pp. 875529302110492
Author(s):  
Alan Rivera-Figueroa ◽  
Luis A Montejo
Keyword(s):  
Seismic Response ◽  
Strong Motion ◽  
Bridge Piers ◽  
Spectral Variability ◽  
Reinforced Concrete Bridge ◽  
Energy Demands ◽  
Target Spectrum ◽  
Single Column ◽  
Scaling Down ◽  
Motion Characteristics

This article investigates three different approaches to generate seismic input compatible with RotD100 design spectra: (1) separately matching each horizontal component to the target spectrum, (2) separately matching and then scaling-down the records to improve the match and (3) directly pursuing the match of RotD100 by simultaneously modifying both horizontal components. We examine the strong motion characteristics of the resulting records individually and their variability as suites of input records. The records generated, along with a set of amplitude-scaled records, are used as input for bi-directional non-linear response history analyses of idealized single column reinforced concrete bridge piers with different geometric and reinforcement characteristics. It is shown that the records generated pursuing a direct match of the target spectrum attain the closest match, retain better the strong motion characteristics of the seed records and their horizontal components exhibit a spectral variability comparable to suites of amplitude-scaled records. Regarding the effect on seismic response, the suites constructed separately matching each component consistently imposed larger peak inelastic and total energy demands than all other suites. Directly pursuing the match of RotD100 generated responses close but consistently below the expected from amplitude-scaled suites. The best results were obtained using the direct match methodology but using as target 110% the RotD100 spectrum as required in ASCE 7-16.

scholarly journals The Chi-Chi, Taiwan earthquake of 21 September 1999

2000 ◽  
Vol 33 (2) ◽  
pp. 105-167 ◽  
Author(s):  
D.R. Brunsdon ◽  
R. A. Davey ◽  
C. J. Graham ◽  
G. K. Sidwell ◽  
P. Villamor ◽  
...  
Keyword(s):  
New Zealand ◽  
Emergency Management ◽  
Earthquake Engineering ◽  
Engineering Community ◽  
Taiwan Earthquake

This report on the 21 September 1999 Taiwan earthquake describes the event and its impacts, along with the observations of the New Zealand Society for Earthquake Engineering Reconnaissance Team. The report covers the effects of the earthquake on the ground, lifelines, buildings, bridges, other structures and the community. The emergency management response is outlined, along with the response of the earthquake engineering community. Lessons for New Zealand are presented and discussed.

scholarly journals Crowdsourcing an Earthquake early warning system for the Indian Subcontinent

2019 ◽  
Author(s):  
Abdul Aleem ◽  
Paul George ◽  
Prasanna Natarajan
Keyword(s):  
Indian Subcontinent ◽  
Low Cost ◽  
Warning System ◽  
Strong Motion ◽  
Deep Penetration ◽  
Ground Shaking ◽  
Earthquake Early Warning System ◽  
Ongoing Work ◽  
Motion Characteristics ◽  
Main Components

Earthquakes are potentially very destructive natural events. The risk fromearthquakes is aggravated because they are unpredictable and can cause tremendousloss of life and property within seconds, particularly in dense urban settings. Wepresent our ongoing work to develop a comprehensive earthquake early warningsystem (EEWS) for the Indian subcontinent. The impetus for this work comes fromthe fact that India has just 82 seismic stations for a land area of about 3.2 million sq.km, with no dedicated EEWS, plus low-cost accelerometers are now easily available,and smartphones have deep penetration. The planned system will use a network ofmobile smartphones and stationary low-cost MEMS-based strong motion sensors.The main components of this project are: creating a high-density network of low-costsensors, real-time transmission of data, algorithms to analyze ground shaking data,compute ground motion characteristics, and determine if the source of shaking is anearthquake.

Spectrum-Compatible Earthquake Records and Their Influence on the Seismic Response of Reinforced Concrete Structures

2016 ◽  
Vol 32 (1) ◽  
pp. 101-123 ◽  
Author(s):  
Ramon L. Gascot ◽  
Luis A. Montejo
Keyword(s):  
Frequency Domain ◽  
Structural Response ◽  
Strong Motion ◽  
Continuous Wavelet ◽  
Earthquake Records ◽  
Inelastic Demand ◽  
Target Spectrum ◽  
Motion Characteristics ◽  
Frequency Domain Approach ◽  
Original Characteristic

Three different methodologies for the generation of spectrum-compatible records are evaluated: wavelet-based modification of seed records, seed record adjustment based on the continuous wavelet transform, and synthetic record generation in the frequency domain. It was found that the three methodologies are capable of generating compatible records with an acceptable level of match. However, the records generated using the frequency domain approach exhibit unrealistic strong motion characteristics and a tendency to induce less inelastic demand in the structures. In the case of methodologies based on modification of actual earthquake records, it was found that when the seed records are selected based on their initial compatibility with the target spectrum, the resultant compatible records not only better retain the original characteristic of the records but the variability in the structural response is reduced.

Engineering observations on ground motion at the Van Norman Complex after the 1994 Northridge earthquake

1996 ◽  
Vol 86 (1B) ◽  
pp. S333-S349 ◽  
Author(s):  
J. P. Bardet ◽  
C. Davis
Keyword(s):  
Ground Motion ◽  
Earthquake Engineering ◽  
Low Frequency ◽  
Strong Motion ◽  
Response Spectra ◽  
Vertical Acceleration ◽  
Northridge Earthquake ◽  
Peak Acceleration ◽  
Geotechnical Earthquake Engineering ◽  
1994 Northridge Earthquake

Abstract During the 1994 Northridge earthquake, the Van Norman Complex yielded an unprecedented number of recordings with high acceleration, in the close proximity of the fault rupture. These strong-motion recordings exhibited the pulses of the main event. One station recorded the largest velocity ever instrumentally recorded (177 cm/sec), resulting from a 0.86 g peak acceleration with a low frequency. Throughout the complex, the horizontal accelerations reached peak values ranging from 0.56 to 1.0 g, except for the complex center, where the peak acceleration did not exceed 0.43 g. The vertical acceleration reached maximum peak values comparable with those of the horizontal acceleration. The acceleration response spectra in the longitudinal and transverse directions were significantly different. Such a difference, which is not yet well documented in the field of geotechnical earthquake engineering, indicates that the amplitude and frequency content of the ground motion was directionally dependent in the Van Norman Complex.

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