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Author: Mehdei Kafaeikivi Publisher: ISBN: Category : Earthquake engineering Languages : en Pages : 210
Book Description
Concentrically braced frame (CBF) systems have limited capacity for lateral displacement, causing structural damage that leads to high post-earthquake costs under moderate earthquakes. Self-centering concentrically braced frame (SC-CBF) systems have been developed to soften the lateral force-lateral drift response of the system without causing structural damage; however, the construction cost of SC-CBF systems is expected to be high due to the precision required in fabrication and erection. To take advantage of the ductility of SC-CBFs and the economy of conventional CBFs, a novel dual system has been proposed in which the lower stories of the lateral force resisting system are SC-CBFs and the upper stories are conventional CBFs. The SC-CBF is intended to act as a ductile sub-structure for the CBF, reducing the construction costs and post-earthquake costs. This study presents the design basis of the dual system and an investigation of the influence of dual system configuration on structural performance. To achieve this goal and demonstrate the effectiveness of the proposed dual system, a probabilistic performance assessment is conducted in this study, considering both structural and non-structural components. Firstly, eight prototype buildings are designed with the same configurations and gravity systems but different lateral load resisting systems (CBF and dual systems). Then, nonlinear time history analysis is performed using 3D numerical modeling to obtain seismic responses under a suite of ground motions. Next, probabilistic demand models are developed to predict the selected engineering demand parameters. To develop probabilistic demand models, several intensity measures are investigated to determine the best link between ground motion properties and structural and non-structural responses. The demand model parameters are estimated from regression analysis based on the responses obtained from nonlinear time history analysis of the finite element models. Moreover, hazard analysis is performed to quantify the seismic hazard for the structures. Three different locations inside the United States are considered in the hazard analysis: Los Angeles (high-seismic zone), Seattle (moderate-seismic zone), and Boston (low-seismic zone). Using detailed demand models, the corresponding capacity limits, and calculated intensity hazards, seismic fragility curves and engineering demand hazard curves are developed for three performance levels for structural and non-structural components. Finally, loss analysis is conducted to estimate expected annual loss and pay-off periods for different structural systems. The results of this study show that the dual system can be an efficient structural system for mid-rise buildings in high-seismic zones. Moreover, the time in which the higher initial construction costs of the dual systems are compensated by lower earthquake-induced losses in the lifetime of structures is calculated and presented for different configurations of the dual system.
Author: Mehdei Kafaeikivi Publisher: ISBN: Category : Earthquake engineering Languages : en Pages : 210
Book Description
Concentrically braced frame (CBF) systems have limited capacity for lateral displacement, causing structural damage that leads to high post-earthquake costs under moderate earthquakes. Self-centering concentrically braced frame (SC-CBF) systems have been developed to soften the lateral force-lateral drift response of the system without causing structural damage; however, the construction cost of SC-CBF systems is expected to be high due to the precision required in fabrication and erection. To take advantage of the ductility of SC-CBFs and the economy of conventional CBFs, a novel dual system has been proposed in which the lower stories of the lateral force resisting system are SC-CBFs and the upper stories are conventional CBFs. The SC-CBF is intended to act as a ductile sub-structure for the CBF, reducing the construction costs and post-earthquake costs. This study presents the design basis of the dual system and an investigation of the influence of dual system configuration on structural performance. To achieve this goal and demonstrate the effectiveness of the proposed dual system, a probabilistic performance assessment is conducted in this study, considering both structural and non-structural components. Firstly, eight prototype buildings are designed with the same configurations and gravity systems but different lateral load resisting systems (CBF and dual systems). Then, nonlinear time history analysis is performed using 3D numerical modeling to obtain seismic responses under a suite of ground motions. Next, probabilistic demand models are developed to predict the selected engineering demand parameters. To develop probabilistic demand models, several intensity measures are investigated to determine the best link between ground motion properties and structural and non-structural responses. The demand model parameters are estimated from regression analysis based on the responses obtained from nonlinear time history analysis of the finite element models. Moreover, hazard analysis is performed to quantify the seismic hazard for the structures. Three different locations inside the United States are considered in the hazard analysis: Los Angeles (high-seismic zone), Seattle (moderate-seismic zone), and Boston (low-seismic zone). Using detailed demand models, the corresponding capacity limits, and calculated intensity hazards, seismic fragility curves and engineering demand hazard curves are developed for three performance levels for structural and non-structural components. Finally, loss analysis is conducted to estimate expected annual loss and pay-off periods for different structural systems. The results of this study show that the dual system can be an efficient structural system for mid-rise buildings in high-seismic zones. Moreover, the time in which the higher initial construction costs of the dual systems are compensated by lower earthquake-induced losses in the lifetime of structures is calculated and presented for different configurations of the dual system.
Author: Jack Porteous Publisher: John Wiley & Sons ISBN: 047069792X Category : Technology & Engineering Languages : en Pages : 556
Book Description
Structural Timber Design to Eurocode 5 is a comprehensive book which provides practising engineers and specialist contractors with detailed information and in-depth guidance on the design of timber structures based on the common rules and rules for buildings in Eurocode 5 - Part 1-1. It will also be of interest to undergraduate and postgraduate students of civil and structural engineering. The book provides a step-by-step approach to the design of all of the most commonly used timber elements and connections using solid timber, glued laminated timber or wood based structural products. It features numerous detailed worked examples, and incorporates the requirements of the UK National Annex. It covers the strength and stiffness properties of timber and its reconstituted and engineered products; the key requirements of Eurocode 0, Eurocode 1 and Eurocode 5 - Part 1-1; the design of beams and columns of solid timber, glued laminated, composite and thin-webbed sections; the lateral stability requirements of timber structures; and the design of mechanical connections subjected to lateral and/or axial forces as well as rigid and semi-rigid connections subjected to a moment. The Authors Jack Porteous is a consulting engineer specialising in timber engineering. He is a Chartered Engineer, Fellow of the Institution of Civil Engineers and Member of the Institution of Structural Engineers. He is a visiting scholar and lecturer in timber engineering at Napier University. Abdy Kermani is the Professor of Timber Engineering and R&D consultant at Napier University. He is a Chartered Engineer, Member of the Institution of Structural Engineers and Fellow of the Institute of Wood Science with over 20 years' experience in civil and structural engineering research, teaching and practice. The authors have led several research and development programmes on the structural use of timber and its reconstituted products. Their research work in timber engineering is internationally recognised and published widely. Also of Interest Timber Designers' Manual Third Edition E.C. Ozelton & J.A. Baird Paperback 978 14051 4671 5 Cover design by Garth Stewart
Author: Ramin Golesorkhi Publisher: ISBN: 9780939493562 Category : Buildings Languages : en Pages : 116
Book Description
Performance-Based Seismic Design (PBSD) is a structural design methodology that has become more common in urban centers around the world, particularly for the design of high-rise buildings. The primary benefit of PBSD is that it substantiates exceptions to prescribed code requirements, such as height limits applied to specific structural systems, and allows project teams to demonstrate higher performance levels for structures during a seismic event.However, the methodology also involves significantly more effort in the analysis and design stages, with verification of building performance required at multiple seismic demand levels using Nonlinear Response History Analysis (NRHA). The design process also requires substantial knowledge of overall building performance and analytical modeling, in order to proportion and detail structural systems to meet specific performance objectives.This CTBUH Technical Guide provides structural engineers, developers, and contractors with a general understanding of the PBSD process by presenting case studies that demonstrate the issues commonly encountered when using the methodology, along with their corresponding solutions. The guide also provides references to the latest industry guidelines, as applied in the western United States, with the goal of disseminating these methods to an international audience for the advancement and expansion of PBSD principles worldwide.
Author: National Research Council Publisher: National Academies Press ISBN: 0309186773 Category : Science Languages : en Pages : 197
Book Description
The United States will certainly be subject to damaging earthquakes in the future. Some of these earthquakes will occur in highly populated and vulnerable areas. Coping with moderate earthquakes is not a reliable indicator of preparedness for a major earthquake in a populated area. The recent, disastrous, magnitude-9 earthquake that struck northern Japan demonstrates the threat that earthquakes pose. Moreover, the cascading nature of impacts-the earthquake causing a tsunami, cutting electrical power supplies, and stopping the pumps needed to cool nuclear reactors-demonstrates the potential complexity of an earthquake disaster. Such compound disasters can strike any earthquake-prone populated area. National Earthquake Resilience presents a roadmap for increasing our national resilience to earthquakes. The National Earthquake Hazards Reduction Program (NEHRP) is the multi-agency program mandated by Congress to undertake activities to reduce the effects of future earthquakes in the United States. The National Institute of Standards and Technology (NIST)-the lead NEHRP agency-commissioned the National Research Council (NRC) to develop a roadmap for earthquake hazard and risk reduction in the United States that would be based on the goals and objectives for achieving national earthquake resilience described in the 2008 NEHRP Strategic Plan. National Earthquake Resilience does this by assessing the activities and costs that would be required for the nation to achieve earthquake resilience in 20 years. National Earthquake Resilience interprets resilience broadly to incorporate engineering/science (physical), social/economic (behavioral), and institutional (governing) dimensions. Resilience encompasses both pre-disaster preparedness activities and post-disaster response. In combination, these will enhance the robustness of communities in all earthquake-vulnerable regions of our nation so that they can function adequately following damaging earthquakes. While National Earthquake Resilience is written primarily for the NEHRP, it also speaks to a broader audience of policy makers, earth scientists, and emergency managers.
Author: Federal Emergency Agency Publisher: FEMA ISBN: Category : Languages : en Pages : 11
Book Description
This report, FEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings has been developed by the SAC Joint Venture under contract to the Federal Emergency Management Agency (FEMA) to provide organizations engaged in the development of consensus design standards and building code provisions with recommended criteria for the design and construction of new buildings incorporating moment-resisting steel frame construction to resist the effects of earthquakes. It is one of a series of companion publications addressing the issue of the seismic performance of steel moment-frame buildings. The set of companion publications includes: FEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings. This publication provides recommended criteria, supplemental to FEMA-302 - 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, for the design and construction of steel moment-frame buildings and provides alternative performance-based design criteria. FEMA-351 - Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings. This publication provides recommended methods to evaluate the probable performance of existing steel moment-frame buildings in future earthquakes and to retrofit these buildings for improved performance. FEMA-352 - Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings. This publication provides recommendations for performing postearthquake inspections to detect damage in steel moment-frame buildings following an earthquake, evaluating the damaged buildings to determine their safety in the postearthquake environment, and repairing damaged buildings. FEMA-353 - Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications. This publication provides recommended specifications for the fabrication and erection of steel moment frames for seismic applications. The recommended design criteria contained in the other companion documents are based on the material and workmanship standards contained in this document, which also includes discussion of the basis for the quality control and quality assurance criteria contained in the recommended specifications. The information contained in these recommended design criteria, hereinafter referred to as Recommended Criteria, is presented in the form of specific design and performance evaluation procedures together with supporting commentary explaining part of the basis for these recommendations.
Author: American Society of Civil Engineers Publisher: ISBN: 9780784414859 Category : Buildings Languages : en Pages : 550
Book Description
Standard ASCE/SEI 41-17 describes deficiency-based and systematic procedures that use performance-based principles to evaluate and retrofit existing buildings to withstand the effects of earthquakes.
Author: Robert Jankowski Publisher: Springer ISBN: 3319163248 Category : Science Languages : en Pages : 168
Book Description
This books analyzes different approaches to modeling earthquake-induced structural pounding and shows the results of the studies on collisions between buildings and between bridge segments during ground motions. Aspects related to the mitigation of pounding effects as well as the design of structures prone to pounding are also discussed. Earthquake-induced structural pounding between insufficiently separated buildings, and between bridge segments, has been repeatedly observed during ground motions. The reports after earthquakes indicate that it may result in limited local damage in the case of moderate seismic events, or in considerable destruction or even the collapse of colliding structures during severe ground motions. Pounding in buildings is usually caused by the differences in dynamic properties between structures, which make them vibrate out-of-phase under seismic excitation. In contrast, in the case of longer bridge structures, it is more often the seismic wave propagation effect that induces collisions between superstructure segments during earthquakes.
Author: Mehdei Kafaeikivi
Author: Mehdei Kafaeikivi
Author: Tara Marie Guthrie
Author: Jack Porteous
Author: United States. Federal Emergency Management Agency
Author: Ramin Golesorkhi
Author: National Research Council
Author: Federal Emergency Agency
Author: Wei Song
Author: American Society of Civil Engineers
Author: Robert Jankowski