Strong Motion Instrumentation for... | Buy

Most of the existing strong motion instrumentation on civil engineering structures is installed and operated as federal, state, university, industry or private applications, in many cases operated as a closed system. This hampers co-operation and data exchange, hampering the acquisition of strong motion and structural data, sometimes even within a single country. There is a powerful need to inform engineers of existing strong motion data and to improve the accessibility of data worldwide. This book will play a role in fulfilling such a need by disseminating state-of-the art information, technology and developments in the strong motion instrumentation of civil engineering structures. The subject has direct implications for the earthquake response of structures, improvements in design for earthquake resistance, and hazard mitigation. Readership: Researchers in earthquake engineering, engineers designing earthquake resistant structures, and producers of strong motion recording equipment.

Preface
State-of-The-Art Technology for Data Storage and Dissemination
Structure Instrumentation in the California Strong Motion Instrumentation Program
Learning from Seismic Response of Instrumented Buildings During the 1994 Northridge Earthquake
New Developments in Health Monitoring for Civil Structures
Experimental Dynamic Analysis of Historic Monuments and Buildings
Utilization of Rapid Post-Earthquake Data by Utilities
Analysis of Earthquake Records from Structures: An Overview
Structural Monitoring of Bridges - An Overview
Recording and Interpreting Earthquake Response of Full-Scale Structures
The U.S. Army Corps of Engineers Seismic Strong-Motion Instrumentation Program
Integrated Surface and Borehole Strong-Motion, Soil-Response Arrays in San Francisco, California
Current and New Trends in Utilization of Data from Instrumented Structures
Instrumentation of Dam Structures in Switzerland
Strong Motion Networks: A Tool for the Assessment of Earthquake Response of Historical Monuments
Wireless Monitoring and Low-Cost Accelerometers For Structures and Urban Sites
The Need for Data from Instrumented Structures for an Optimal Control Approach to the Seismic Interaction between Adjacent Buildings
Wireless Sensors For Structural Monitoring
Puerto Rico Strong Motion Network and Instrumented Buildings
Strong Motion Instrumentations of Dams in Macedonia - Some Experience and Results
An Effective Earthquake Monitoring Process for Emergency Response
Estimation of Dynamic Characteristics of Ground and Structures With Microtremor Measurements - A Supportive Tool for Strong Ground Motion Instrumentation
Strong Motion Instrumentation of Buildings
Current Status of Strong-Motion Monitoring and Notification at the United States Bureau of Reclamation
Structural Vibration Monitoring System for the Bosporus Suspension Bridges
Soil-Structure-Interaction and Seismic Isolation, an Inter-Disciplinary Investigation at the Multidisciplinary Seismic Test Site Incerc, Bucharest, Romania
GPS in Dynamic Monitoring of Long-Period Structures
Real Time Large Structure Monitoring Using the Inclination Sensor
Monitoring Deformation on Karasu Viaduct Using GPS & Precise Leveling Techniques
Seismic Monitoring of Nuclear Plants: An Approach to Optimal and More Accurate Seismic Data Processing and Interpretation Procedure
Analysis of Data From Strong Motion Network in Fraser Delta, British Columbia, Canada
On Identification of Damage in Structures Via Wave Travel Times
Earthquake Motion Observation In and Around 8-Story SRC Building
Instrumentation, Measurements and Numerical Analysis of Bridges: An Example of the Cable-Stayed Bridge on Evripos Channel, Greece
Damage Detection in Semi-Rigid Joint, RC Frames Subjected to Strong Motion Excitation
Assessment of Seismic Hazard in Romania Based on 25 Years of Strong Ground Motion Instrumentation
Measurement of Lateral Earth Pressures on an Embedded Foundation During Earthquakes
Seismic Instrumentation of the I-40 Mississippi River Bridge in Memphis, Tennessee
Engineering and Seismometric Service in the Buildings of Tashkent and Tashkent Regions
Stress Wave Propagation Due to a Moving Force: Comparison of FEM and BEM Solutions
Strong Motion in Absorbing Nonlinear M
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