The Branch of Science That Studies Earthquakes Is: ______

Total Page:16

File Type:pdf, Size:1020Kb

The Branch of Science That Studies Earthquakes Is: ______ The branch of science that studies earthquakes is: __________ A. Earthquake Regions on Earth Question: What does the map of these earthquakes seem to resemble? _____________________________________________ _______________________________________ B. Earthquake by Definition: _____________________________________________ _______________________________________ - Caused by: - The energy: Earthquakes in PA Date Local Time Magnitude April 22, 2009 9:21 1.1 April 23, 2009 6:26 2.4 April 24, 2009 1:36 2.9 April 30, 2009 18:36 2.0 May 11, 2009 01:18 1.3 May 11, 2009 01:34 1.2 October 25, 2009 07:16 2.6 October 25, 2009 07:18 1.8 October 25, 2009 07:21 2.8 Note: Largest Earthquake in PA was: ________________________ Recently close earthquake was: ________________________ Location: Time: Magnitude: Question: Where do you notice these earthquakes occurring? _______________________________________________ Boundaries and types of Earthquakes •Build up of _________________________________ Which boundary?__________ ___ Type of Earthquake: ______________ Boundary: ___________ Plate Interaction: ___________________ Type of Earthquakes: ____________________ Boundary: _____________ Plate Interaction: ___________________ Type of Earthquakes: ___________________ Boundary: ___________ Plate Interaction: ___________________ Type of Earthquakes: ____________________ Boundary: ___________ Plate Interaction: ___________________ Type of Earthquakes: ____________________ Types of Faults Fault: ___________________________ Three Main Types: Normal, Reverse, Strike-Slip "Hanging Wall"- The surface of block ____________________________. "Footwall"- The surface or block that ____________________________. Types of Faults Earthquake Waves Origin and map location SEISMIC WAVE BASICS Characteristics of Seismic Waves •Body Waves •P and S seismic waves: _____________________________________________ P-WAVE •Primary: ____________________________________________ •Travel fastest_____________, travel through _______________ • A _______________wave, like a ________________________ S-WAVE •Secondary__________________________________ •Travel through ______________________________ •Crest & trough ______________________________ SURFACE WAVES • Seismic waves that only ________________________________ • Rayleigh wave, and Love wave • Do all the damage;__________________________ Shadow Zones • Zone in which a wave is _____________________________________ • Monitoring centers ________________________________________ Learning the Travel Time Graph How long does it take a P-wave to travel a. 1000 km: _________________ b. 2200 km: _________________ c. 3400 km: _________________ d. 4600 km: _________________ e. 5800 km: _________________ f. 6500 km: _________________ How long does it take a S-wave to travel a. 1000 km: _________________ b. 2200 km: _________________ c. 3400 km: _________________ d. 4600 km: _________________ e. 5800 km: _________________ f. 6500 km: _________________ How far does a P-wave travel in a. 1:00 min: _________________ b. 3:20 min: _________________ c. 5:40 min: _________________ d. 8:00 min: _________________ e. 9:20 min: _________________ f. 11:00 min: _________________ How far does a S-wave travel in a. 1:00 min: _________________ b. 3:20 min: _________________ c. 5:40 min: _________________ d. 8:00 min: _________________ e. 9:20 min: _________________ f. 11:00 min: _________________ Earthquakes Seismic Wave Basics Finding an Epicenter Use the data from the recording stations: Station A: San Francisco, California P-Wave arrival S-Wave arrival Calculate the time difference between P and S wave arrivals? (Subtract the S-wave from the P-wave) Station B: Denver, Colorado P-Wave arrival S-Wave arrival Calculate the time difference between P and S wave arrivals? (Subtract the S-wave from the P-wave) Station C: Missoula, Montana P-Wave arrival S-Wave arrival Calculate the time difference between P and S wave arrivals? (Subtract the S-wave from the P-wave) Difference in arrival times: Station A: San Francisco, California _________ Station B: Denver, Colorado _________ Station C: Missoula, Montana ____________ EPICENTER DISTANCES Station A: San Francisco, California _________ Station B: Denver, Colorado _________ Station C: Missoula, Montana ____________ Calculating Distances to the to the Epicenter of an Earthquake 1. How far from a seismograph is the epicenter of a quake if the difference in arrival times between the P and S waves are: a. 5:00 min: _________________ b. 8:30 min: _________________ c. 3:40 min: _________________ d. 6:20 min: _________________ 2. How far (not time) is a seismograph from the epicenter of a quake if: a. P wave arrives at 8:00:00 S wave arrives at 8:04:30 ____________________ b. P wave arrives at 12:30:00 S wave arrives at 12:37:40 ____________________ 3. If a seismograph is 7000 km from the epicenter how long will it take before a S-wave would appear? ________________ 4. If a seismograph is 2500 km from the epicenter how long will it take before a S-wave would appear? ________________ 5. What is the difference in arrival time between P and 3 Waves if the quake occurs: a. 4500 km from the seismograph? ___________________ b. 4500 km from the seismograph? ___________________ c. 2800 km from the seismograph? ___________________ 6. if a quake is recorded at a seismograph station at 11:00:00. This earthquake was 3600 km from the epicenter, at what time did the quake actually occur? Origin time: Locating an Epicenter on a Map through Triangulation Use the three seismograms to determine the location of an earthquake Location 1: Houston, Texas Location 2: Chicago, Illinois Location 3: Seattle, Washington Seismograph Arrival Time Difference in Distance to Station Arrival Time Epicenter P-wave S-wave Earthquake Measurement Scales Richter Scale • Measures the _____________________ to gauge an ______________________________________ • Measures the energy ___________________________ • Uses a _______________to measure an earthquakes’ strength. Mercalli Scale • Measures the amount of_____________________________. • Rating depends on amount____________________________. • No _________________________measurements taken. .
Recommended publications
  • 2021 Oregon Seismic Hazard Database: Purpose and Methods
    State of Oregon Oregon Department of Geology and Mineral Industries Brad Avy, State Geologist DIGITAL DATA SERIES 2021 OREGON SEISMIC HAZARD DATABASE: PURPOSE AND METHODS By Ian P. Madin1, Jon J. Francyzk1, John M. Bauer2, and Carlie J.M. Azzopardi1 2021 1Oregon Department of Geology and Mineral Industries, 800 NE Oregon Street, Suite 965, Portland, OR 97232 2Principal, Bauer GIS Solutions, Portland, OR 97229 2021 Oregon Seismic Hazard Database: Purpose and Methods DISCLAIMER This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. This publication cannot substitute for site-specific investigations by qualified practitioners. Site-specific data may give results that differ from the results shown in the publication. WHAT’S IN THIS PUBLICATION? The Oregon Seismic Hazard Database, release 1 (OSHD-1.0), is the first comprehensive collection of seismic hazard data for Oregon. This publication consists of a geodatabase containing coseismic geohazard maps and quantitative ground shaking and ground deformation maps; a report describing the methods used to prepare the geodatabase, and map plates showing 1) the highest level of shaking (peak ground velocity) expected to occur with a 2% chance in the next 50 years, equivalent to the most severe shaking likely to occur once in 2,475 years; 2) median shaking levels expected from a suite of 30 magnitude 9 Cascadia subduction zone earthquake simulations; and 3) the probability of experiencing shaking of Modified Mercalli Intensity VII, which is the nominal threshold for structural damage to buildings.
    [Show full text]
  • Bray 2011 Pseudostatic Slope Stability Procedure Paper
    Paper No. Theme Lecture 1 PSEUDOSTATIC SLOPE STABILITY PROCEDURE Jonathan D. BRAY 1 and Thaleia TRAVASAROU2 ABSTRACT Pseudostatic slope stability procedures can be employed in a straightforward manner, and thus, their use in engineering practice is appealing. The magnitude of the seismic coefficient that is applied to the potential sliding mass to represent the destabilizing effect of the earthquake shaking is a critical component of the procedure. It is often selected based on precedence, regulatory design guidance, and engineering judgment. However, the selection of the design value of the seismic coefficient employed in pseudostatic slope stability analysis should be based on the seismic hazard and the amount of seismic displacement that constitutes satisfactory performance for the project. The seismic coefficient should have a rational basis that depends on the seismic hazard and the allowable amount of calculated seismically induced permanent displacement. The recommended pseudostatic slope stability procedure requires that the engineer develops the project-specific allowable level of seismic displacement. The site- dependent seismic demand is characterized by the 5% damped elastic design spectral acceleration at the degraded period of the potential sliding mass as well as other key parameters. The level of uncertainty in the estimates of the seismic demand and displacement can be handled through the use of different percentile estimates of these values. Thus, the engineer can properly incorporate the amount of seismic displacement judged to be allowable and the seismic hazard at the site in the selection of the seismic coefficient. Keywords: Dam; Earthquake; Permanent Displacements; Reliability; Seismic Slope Stability INTRODUCTION Pseudostatic slope stability procedures are often used in engineering practice to evaluate the seismic performance of earth structures and natural slopes.
    [Show full text]
  • Living on Shaky Ground: How to Survive Earthquakes and Tsunamis
    HOW TO SURVIVE EARTHQUAKES AND TSUNAMIS IN OREGON DAMAGE IN doWNTOWN KLAMATH FALLS FRom A MAGNITUde 6.0 EARTHQUAke IN 1993 TSUNAMI DAMAGE IN SEASIde FRom THE 1964GR EAT ALASKAN EARTHQUAke 1 Oregon Emergency Management Copyright 2009, Humboldt Earthquake Education Center at Humboldt State University. Adapted and reproduced with permission by Oregon Emergency You Can Prepare for the Management with help from the Oregon Department of Geology and Mineral Industries. Reproduction by permission only. Next Quake or Tsunami Disclaimer This document is intended to promote earthquake and tsunami readiness. It is based on the best SOME PEOplE THINK it is not worth preparing for an earthquake or a tsunami currently available scientific, engineering, and sociological because whether you survive or not is up to chance. NOT SO! Most Oregon research. Following its suggestions, however, does not guarantee the safety of an individual or of a structure. buildings will survive even a large earthquake, and so will you, especially if you follow the simple guidelines in this handbook and start preparing today. Prepared by the Humboldt Earthquake Education Center and the Redwood Coast Tsunami Work Group (RCTWG), If you know how to recognize the warning signs of a tsunami and understand in cooperation with the California Earthquake Authority what to do, you will survive that too—but you need to know what to do ahead (CEA), California Emergency Management Agency (Cal EMA), Federal Emergency Management Agency (FEMA), of time! California Geological Survey (CGS), Department of This handbook will help you prepare for earthquakes and tsunamis in Oregon. Interior United States Geological Survey (USGS), the National Oceanographic and Atmospheric Administration It explains how you can prepare for, survive, and recover from them.
    [Show full text]
  • Beyond the Angle of Repose: a Review and Synthesis of Landslide Processes in Response to Rapid Uplift, Eel River, Northern Eel River, Northern California
    Portland State University PDXScholar Geology Faculty Publications and Presentations Geology 2-23-2015 Beyond the Angle of Repose: A Review and Synthesis of Landslide Processes in Response to Rapid Uplift, Eel River, Northern Eel River, Northern California Joshua J. Roering University of Oregon Benjamin H. Mackey University of Canterbury Alexander L. Handwerger University of Oregon Adam M. Booth Portland State University, [email protected] Follow this and additional works at: https://pdxscholar.library.pdx.edu/geology_fac David A. Schmidt Univ Persityart of of the W Geologyashington Commons , Geomorphology Commons, and the Geophysics and Seismology Commons Let us know how access to this document benefits ou.y See next page for additional authors Citation Details Roering, Joshua J., Mackey, Benjamin H., Handwerger, Alexander L., Booth, Adam M., Schmidt, David A., Bennett, Georgina L., Cerovski-Darriau, Corina, Beyond the angle of repose: A review and synthesis of landslide pro-cesses in response to rapid uplift, Eel River, Northern California, Geomorphology (2015), doi: 10.1016/j.geomorph.2015.02.013 This Post-Print is brought to you for free and open access. It has been accepted for inclusion in Geology Faculty Publications and Presentations by an authorized administrator of PDXScholar. Please contact us if we can make this document more accessible: [email protected]. Authors Joshua J. Roering, Benjamin H. Mackey, Alexander L. Handwerger, Adam M. Booth, David A. Schmidt, Georgina L. Bennett, and Corina Cerovski-Darriau This post-print is available at PDXScholar: https://pdxscholar.library.pdx.edu/geology_fac/75 ACCEPTED MANUSCRIPT Beyond the angle of repose: A review and synthesis of landslide processes in response to rapid uplift, Eel River, Northern California Joshua J.
    [Show full text]
  • Earthquake/Landslide Death Scene Investigation Supplement
    Death Scene Investigation Supplement EARTHQUAKE/LANDSLIDE 1 DECEDENT PERSONAL DETAILS Last Name: First Name: Sex: Law Enforcement Case Number (if available): Male Female ME/C Case Number (if available): Law Enforcement Agency (if applicable): Date of Birth: Date of Death: Estimated Found Known MM DD YYYY MM DD YYYY Location of Injury (physical address, including ZIP code): 2 LOCATION OF THE DECEDENT Was the decedent found INDOORS? Yes No Complete 2A: OUTDOORS In what part of residence or building was the decedent found? Did the incident destroy the location? Yes No Unknown Did the incident collapse the walls or ceiling of the location? Yes No Unknown 2A OUTDOORS Was the decedent found OUTDOORS? Yes No Go to Section 3: Information about Circumstances of Death Any evidence the person was previously in a... Structure? Yes No Unknown Vehicle? Yes No Unknown 3 INFORMATION ABOUT CIRCUMSTANCES OF DEATH Does the cause of death appear to be due to any of the following? Select all potential causes of death. Complete all corresponding sections, THEN go to Section 7. Injury – Struck by (e.g., falling object)/Blunt force/Burns Complete Section 4: Injury Questions Motor Vehicle Crash Complete Section 5: Motor Vehicle Crash Questions Other (e.g., exacerbation of chronic diseases) Complete Section 6: Other Non-Injury Causes Questions 1 4 INJURY QUESTIONS How did the injury occur? Check all that apply: Hit by or struck against (Describe) Crushed (Describe) Asphyxia (Describe) Cut/laceration/impaled (Describe) Electric current or burn (Describe) Burn and/or
    [Show full text]
  • Surface Waves (Phenomenology) Surface Waves Are Related to Critical Reflections
    Surface Waves (Phenomenology) Surface waves are related to critical reflections. To understand surface waves, we must first have some knowledge of critical waves and total internal reflections. Total Internal reflection condition: (1) second medium is has greater internal velocity than incoming (2) angle of refraction (transmission) passes 90 1 Wispering wall (not total internal reflection, total internal reflection but has similar effect): Beijing, China θ Nature of “wispering wall” or “wispering gallery”: A sound wave is trapped in a carefully designed circular enclosure. 2 The Sound Fixing and Ranging Channel (SOFAR channel) and Guided Waves A layer of low velocity zone inside ocean that ‘traps’ sound waves due to total internal reflection. Mainly by Maurice Ewing (the ‘Ewing Medal’ at AGU) in the 1940’s 3 Seismic Surface Waves Get me out of here, faaaaaassstttt…. .!! Seismic Surface Waves Facts We have discussed P and S waves, as well as interactions of SH, or P -SV waves near the free surface. As we all know that surface waves are extremely important for studying the crustal and upper mantle structure, as well as source characteristics. Surface Wave Characteristics: (1) Dominant between 10-200 sec (energy decays as r-1, with stationary depth distribution, but body wave r-2). (2) Dispersive which gives distinct depth sensitivity Types: (1)Rayleigh: P-SV equivalent, exists in elastic homogeneous halfspace (2) Love: SH equivalent, only exist if there is velocity gradient with depth (e.g., layer over halfspace) 5 Body wave propagation One person’s noise is another person’s signal. This is certainly true for what surface waves mean to an exploration geophysicist and to a global seismologist Energy decay in surface Surface Wave Propagation waves (as a function of r) is less than that of body wave (r2)--- the main reason that we always find larger surface waves than body waves, especially at long distances.
    [Show full text]
  • Distribution Pattern of Landslides Triggered by the 2014
    International Journal of Geo-Information Article Distribution Pattern of Landslides Triggered by the 2014 Ludian Earthquake of China: Implications for Regional Threshold Topography and the Seismogenic Fault Identification Suhua Zhou 1,2, Guangqi Chen 1 and Ligang Fang 2,* 1 Department of Civil and Structural Engineering, Kyushu University, Fukuoka 819-0395, Japan; [email protected] (S.Z.); [email protected] (G.C.) 2 Department of Geotechnical Engineering, Central South University, Changsha 410075, China * Correspondance: [email protected]; Tel.: +86-731-8253-9756 Academic Editor: Wolfgang Kainz Received: 16 February 2016; Accepted: 11 March 2016; Published: 30 March 2016 Abstract: The 3 August 2014 Ludian earthquake with a moment magnitude scale (Mw) of 6.1 induced widespread landslides in the Ludian County and its vicinity. This paper presents a preliminary analysis of the distribution patterns and characteristics of these co-seismic landslides. In total, 1826 landslides with a total area of 19.12 km2 triggered by the 3 August 2014 Ludian earthquake were visually interpreted using high-resolution aerial photos and Landsat-8 images. The sizes of the landslides were, in general, much smaller than those triggered by the 2008 Wenchuan earthquake. The main types of landslides were rock falls and shallow, disrupted landslides from steep slopes. These landslides were unevenly distributed within the study area and concentrated within an elliptical area with a 25-km NW–SE striking long axis and a 15-km NW–SE striking short axis. Three indexes including landslides number (LN), landslide area ratio (LAR), and landslide density (LD) were employed to analyze the relation between the landslide distribution and several factors, including lithology, elevation, slope, aspect, distance to epicenter and distance to the active fault.
    [Show full text]
  • Risk Analysis of Soil Liquefaction in Earthquake Disasters
    E3S Web of Conferences 118, 03037 (2019) https://doi.org/10.1051/e3sconf/201911803037 ICAEER 2019 Risk analysis of soil liquefaction in earthquake disasters Yubin Zhang1,* 1National Earthquake Response Support Service, Beijing 100049, P. R. China Abstract. China is an earthquake-prone country. With the development of urbanization in China, the effect of population aggregation becomes more and more obvious, and the Casualty Risk of earthquake disasters also increases. Combining with the characteristics of earthquake liquefaction, this paper analyses the disaster situation of soil liquefaction caused by earthquake in Indonesia. The internal influencing factors of soil liquefaction and the external dynamic factors caused by earthquake are summarized, and then the evaluation factors of seismic liquefaction are summarized. The earthquake liquefaction risk is indexed to facilitate trend analysis. The index of earthquake liquefaction risk is more conducive to the disaster trend analysis of soil liquefaction risk areas, which is of great significance for earthquake disaster rescue. 1 Risk analysis of earthquake an earthquake of M7.5 occurred in the Palu region of liquefaction Indonesia. The liquefaction caused by the earthquake is evident in its severity and spatial range. According to the Earthquake disasters often cause serious damage to us report of Indonesia's National Disaster Response Agency because they are unpredictable. Search the US Geological (BNPB), more than 3,000 people were missing in Petobo Survey (USGS) website for the number of earthquakes and Balaroa, two of Palu's worst-hit areas. These with magnitude 6 and above in the last 50 years, about situations were compared with remote sensing images 7,000times.Earthquake liquefaction has existed since before and after the disaster.
    [Show full text]
  • Landslide Triggering Mechanisms
    kChapter 4 GERALD F. WIECZOREK LANDSLIDE TRIGGERING MECHANISMS 1. INTRODUCTION 2.INTENSE RAINFALL andslides can have several causes, including Storms that produce intense rainfall for periods as L geological, morphological, physical, and hu- short as several hours or have a more moderate in- man (Alexander 1992; Cruden and Vames, Chap. tensity lasting several days have triggered abun- 3 in this report, p. 70), but only one trigger (Varnes dant landslides in many regions, for example, 1978, 26). By definition a trigger is an external California (Figures 4-1, 4-2, and 4-3). Well- stimulus such as intense rainfall, earthquake shak- documented studies that have revealed a close ing, volcanic eruption, storm waves, or rapid stream relationship between rainfall intensity and acti- erosion that causes a near-immediate response in vation of landslides include those from California the form of a landslide by rapidly increasing the (Campbell 1975; Ellen et al. 1988), North stresses or by reducing the strength of slope mate- Carolina (Gryta and Bartholomew 1983; Neary rials. In some cases landslides may occur without an and Swift 1987), Virginia (Kochel 1987; Gryta apparent attributable trigger because of a variety or and Bartholomew 1989; Jacobson et al. 1989), combination of causes, such as chemical or physi- Puerto Rico (Jibson 1989; Simon et al. 1990; cal weathering of materials, that gradually bring the Larsen and Torres Sanchez 1992)., and Hawaii slope to failure. The requisite short time frame of (Wilson et al. 1992; Ellen et al. 1993). cause and effect is the critical element in the iden- These studies show that shallow landslides in tification of a landslide trigger.
    [Show full text]
  • Case Study on Slope Stability Changes Caused by Earthquakes—Focusing on Gyeongju 5.8 ML EQ
    sustainability Article Case Study on Slope Stability Changes Caused by Earthquakes—Focusing on Gyeongju 5.8 ML EQ Sangki Park , Wooseok Kim *, Jonghyun Lee and Yong Baek Korea Institute of Civil Engineering and Building Technology, 283, Goyang-daero, Ilsanseo-gu, Goyang-si 10223, Gyeonggi-do, Korea; [email protected] (S.P.); [email protected] (J.L.); [email protected] (Y.B.) * Correspondence: [email protected]; Tel.: +82-31-910-0519 Received: 16 July 2018; Accepted: 16 September 2018; Published: 27 September 2018 Abstract: Slope failure is a natural hazard occurring around the world and can lead to severe damage of properties and loss of lives. Even in stabilized slopes, changes in external loads, such as those from earthquakes, may cause slope failure and collapse, generating social impacts and, eventually causing loss of lives. In this research, the slope stability changes caused by the Gyeongju earthquake, which occurred on 12 September 2016, are numerically analyzed in a slope located in the Gyeongju area, South Korea. Slope property data, collected through an on-site survey, was used in the analysis. Additionally, slope stability changes with and without the earthquake were analyzed and compared. The analysis was performed within a peak ground acceleration (PGA) range of 0.0 (g)–2.0 (g) to identify the correlation between the slope safety factor and peak ground acceleration. The correlation between the slope safety factor and peak ground acceleration could be used as a reference for performing on-site slope stability evaluations. It also provides a reference for design and earthquake stability improvements in the slopes of road and tunnel construction projects, thus supporting the attainment of slope stability in South Korea.
    [Show full text]
  • Selection of Method for Seismic Slope Stability Analysis
    Missouri University of Science and Technology Scholars' Mine International Conferences on Recent Advances 1991 - Second International Conference on in Geotechnical Earthquake Engineering and Recent Advances in Geotechnical Earthquake Soil Dynamics Engineering & Soil Dynamics 14 Mar 1991, 2:00 pm - 3:30 pm Selection of Method for Seismic Slope Stability Analysis Neven Matasovic University of California, Los Angeles, CA Follow this and additional works at: https://scholarsmine.mst.edu/icrageesd Part of the Geotechnical Engineering Commons Recommended Citation Matasovic, Neven, "Selection of Method for Seismic Slope Stability Analysis" (1991). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 25. https://scholarsmine.mst.edu/icrageesd/02icrageesd/session07/25 This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License. This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. /\ Proceedings: Second International Conference on Recent Advances In Geotechnical Earthquake Engineering and Soil Dynamics, ~ March 11-15, 1991, St. Louis, Missouri, Paper No. 7.20 5election of Method for Seismic Slope Stability Analysis "even Matasovic' 3raduate Student, University of California, Los Angeles, .:alifornla SYNOPSIS: The seismic stability of natural slopes in clayey materials is a subject about which much uncertainty still exists. Therefore, selection of the method for the seismic slope stability analysis is an important part of solving the problem.
    [Show full text]
  • Seismic Design of Tunnels a Simple State-Of-The-Art Design Approach
    Front,Chp1,2/Mngrph Text 1993 11/21/03 3:53 PM Page 1 1991 William Barclay Parsons Fellowship Parsons Brinckerhoff Monograph 7 Seismic Design of Tunnels A Simple State-of-the-Art Design Approach Jaw-Nan (Joe) Wang, Ph.D., P.E. Professional Associate Parsons Brinckerhoff Quade & Douglas, Inc. June 1993 Front,Chp1,2/Mngrph Text 1993 11/21/03 3:53 PM Page 2 First Printing 1993 Copyright © Jaw-Nan Wang and Parsons Brinckerhoff Inc. All rights reserved. No part of this work covered by the copyright thereon may be reproduced or used in any form or by any means — graphic, electronic, or mechanical, including photocopying, recording, taping, or information storage or retrieval systems — without permission of the publisher. Published by Parsons Brinckerhoff Inc. One Penn Plaza New York, New York Front,Chp1,2/Mngrph Text 1993 11/21/03 3:53 PM Page i CONTENTS Foreword ix 1.0 Introduction 1 1.1 Purpose 3 1.2 Scope of this Study 4 1.3 Background 4 Importance of Seismic Design 4 Seismic Design before the ‘90s 5 1.4 General Effects of Earthquakes 7 Ground Shaking 7 Ground Failure 8 1.5 Performance Record in Earthquakes 8 2.0 Seismic Design Philosophy for Tunnel Structures 13 2.1 Seismic Design vs. Conventional Design 15 2.2 Surface Structures vs. Underground Structures 15 Surface Structures 15 Underground Structures 16 Design and Analysis Approaches 16 2.3 Seismic Design Philosophies for Other Facilities 17 Bridges and Buildings 17 Nuclear Power Facilities 17 Port and Harbor Facilities 18 Oil and Gas Pipeline Systems 18 2.4 Proposed Seismic Design Philosophy
    [Show full text]