Download or read book Performance Based Seismic Design of Cross Laminated Timber Tall Buildings with Inter story Isolation System written by Vahab Bolvardi and published by . This book was released on 2018 with total page 117 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Displacement based seismic design for multi storey cross laminated timber buildings written by Hummel, Johannes and published by kassel university press GmbH. This book was released on 2017 with total page 224 pages. Available in PDF, EPUB and Kindle. Book excerpt: Key Terms: cross laminated timber, displacement-based seismic design, time history analysis, multi-storey timber structures, hysteretic behaviour
Download or read book Seismic Design and Testing of Rocking Cross Laminated Timber Walls written by Ryan S. Ganey and published by . This book was released on 2015 with total page 312 pages. Available in PDF, EPUB and Kindle. Book excerpt: Mass timber is an attractive alternative to nonrenewable materials such as concrete and steel. High rise timber buildings have not been built in high seismic areas due to lack of ductile lateral force resisting systems that can have large seismic force reduction factors. Seismically resilient, lateral systems for tall timber buildings can be created by combining cross laminated timber (CLT) panels with post-tensioned (PT) self-centering technology. The concept features a system of stacked CLT walls where particular stories are equipped to rock against the above and below floor diaphragms through PT connections and are supplemented with mild steel U-shaped flexural plate energy dissipation devices (UFPs). Experiments were conducted to better understand rocking CLT wall behavior and seismic performance. The testing program consisted of five single wall tests with varying PT areas, initial tensioning force, CLT panel composition, and rocking surface and one coupled wall test with UFPs as the coupling devices. The walls were tested with a quasi-static reverse-cyclic load protocol. The experimental results showed a ductile response and good energy dissipation qualities. To evaluate the feasibility and performance of the rocking CLT wall system, prototype designs were developed for 8 to 14 story buildings in Seattle using a performance-based seismic design procedure. Performance was assessed using numerical simulations performed in OpenSees for ground motions representing a range of seismic hazards. The results were used to validate the performance-based seismic design procedure for tall timber buildings with rocking CLT walls.
Download or read book Performance based Seismic Design of Tall RC Wall Buildings written by Domenico Pennucci and published by . This book was released on 2011 with total page 319 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Tall Buildings in Seismic Regions written by Council on Tall Buildings and Urban Habitat and published by Council on Tall Buildings & Urban Habitat. This book was released on 1990 with total page 442 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Coal and Rock Dynamic Disasters Advances of Physical and Numerical Simulation in Monitoring Early Warning and Prevention Volume II written by Jingjing Meng and published by Frontiers Media SA. This book was released on 2024-05-01 with total page 386 pages. Available in PDF, EPUB and Kindle. Book excerpt: This Research Topic is Volume II of a series. The previous volume can be found here: Coal and Rock Dynamic Disasters: Advances of Physical and Numerical Simulation in Monitoring, Early Warning, and Prevention With the soaring growth of global population and socioeconomy, energy consumption and demand has been rapidly rising, and coal would still remain a fundamental energy source for a long time into the future. Seeking deep coal resources becomes an inevitable trend due to the depletion of shallow coal resources. Deep mining of coal resources promotes socioeconomic development, whereas bringing a variety of security challenges. In deep underground, there is a significant risk increase in coal and rock dynamic disasters (CRDDs), owing to the changes in physical and mechanical properties of coal and rock. In this regard, it is of great importance and necessity to prevent and control CRDDs effectively and efficiently.
Download or read book Innovations in Mass Timber Lateral Systems written by Dawson Bailey and published by . This book was released on 2022 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: As mass timber becomes increasingly popular in the United States and around the world, there comes more demand for mass timber in larger buildings. With this demand comes a necessity for these buildings to be able to withstand seismic forces; and in some locations, these forces can get quite high. Typical mass timber lateral systems (such as CLT shear walls) have worked fine for lower seismic forces and shorter buildings, but with this new demand comes a need for newer systems. Rocking timber walls is one of these systems. The goal of a rocking timber wall is to allow the lateral wall system to move in the case of high seismic force, thus reducing the loading the wall experiences. This is done with vertical post tensioning (PT) within cross-laminated timber panels (CLT). In addition, easily replaceable energy dissipation devices, such as U-shaped flexural plates (UFPs), allow for concentration of inelastic deformation during rocking of the walls, which keeps the CLT and PT components free from harm. Another system used to handle seismic load in tall mass timber structures are inter-story isolation systems. These systems can isolate the force at separate levels, effectively decreasing the load the foundation takes from the building's movement. Even newer than these systems is the Floor Isolated Re-centering Modular Construction System (FIRMOC), which utilizes rocking timber walls, inter-story isolation, and the addition of prefabricated modular mass timber to create a system capable of effectively and efficiently dealing with large seismic forces. This report seeks to present these innovative, capable, and effective lateral systems for seismic forces in large scale mass timber structures in a manner that provides understanding of how they work and what makes them effective.
Download or read book Seismic Isolation Structural Health Monitoring and Performance Based Seismic Design in Earthquake Engineering written by Azer A. Kasimzade and published by . This book was released on 2019 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: This book features chapters based on selected presentations from the International Congress on Advanced Earthquake Resistance of Structures, AERS2016, held in Samsun, Turkey, from 24 to 28 October 2016. It covers the latest advances in three widely popular research areas in Earthquake Engineering: Performance-Based Seismic Design, Seismic Isolation Systems, and Structural Health Monitoring. The book shows the vulnerability of high-rise and seismically isolated buildings to long periods of strong ground motions, and proposes new passive and semi-active structural seismic isolation systems to protect against such effects. These systems are validated through real-time hybrid tests on shaking tables. Structural health monitoring systems provide rapid assessment of structural safety after an earthquake and allow preventive measures to be taken, such as shutting down the elevators and gas lines, before damage occurs. Using the vibration data from instrumented tall buildings, the book demonstrates that large, distant earthquakes and surface waves, which are not accounted for in most attenuation equations, can cause long-duration shaking and damage in tall buildings. The overview of the current performance-based design methodologies includes discussions on the design of tall buildings and the reasons common prescriptive code provisions are not sufficient to address the requirements of tall-building design. In addition, the book explains the modelling and acceptance criteria associated with various performance-based design guidelines, and discusses issues such as selection and scaling of ground motion records, soil-foundation-structure interaction, and seismic instrumentation and peer review needs. The book is of interest to a wide range of professionals in earthquake engineering, including designers, researchers, and graduate students.
Download or read book Numerical Modeling and Seismic Performance of Post tensioned Cross laminated Timber Rocking Wall Systems written by Alex William Wilson and published by . This book was released on 2018 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Both the high- and reduced-order model compared well against experimental tests for both single and coupled PT CLT rocking walls. Both archetypes were able to meet predetermined performance objectives and code acceptance criteria, while the assessed responses of the low- and mid-rise archetype proved to be more sensitive to ground motion pulses and far-field motions, respectively. For all assessed intensity levels, both buildings showed that nonstructural repair could be performed at a cost cheaper than total replacement. The low- and mid-rise building exhibited better nonstructural economic performance in high and low intensity level events, respectively
Download or read book Response Control and Seismic Isolation of Buildings written by Masahiko Higashino and published by Routledge. This book was released on 2006-09-27 with total page 414 pages. Available in PDF, EPUB and Kindle. Book excerpt: This state of the art report from an international task group (TG44) of CIB, the International Council of Building Research Organizations, presents a highly authoritative guide to the application of innovative technologies on response control and seismic isolation of buildings to practice worldwide. Many countries and cities are located in earthquake-prone areas making effective seismic design a major issue in structural engineering. Reassuringly, structural response control and seismic isolation have advanced remarkably in recent years following numerous studies internationally. Several major conferences have been held and reports have been written but little has been issued on the application of the technologies to good structural engineering practice. Plugging that gap, Response Control and Seismic Isolation of Buildings presents researchers in structural engineering (dynamics) and construction management with up-to-date applications of the latest technologies.
Download or read book Performance Based Seismic Design for Tall Buildings written by Ramin Golesorkhi and published by . This book was released on 2017-10-30 with total page 116 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Download or read book Large scale Dynamic Testing of Rocking Cross Laminated Timber Walls written by Sarah Wichman and published by . This book was released on 2018 with total page 240 pages. Available in PDF, EPUB and Kindle. Book excerpt: With the recent development of engineered wood products such as cross laminated timber (CLT), tall mass timber buildings are becoming a feasible and attractive alternative to using nonrenewable materials such as concrete and steel. Using CLT panels in a post-tensioned rocking wall system shows great potential for creating reliable, cost-effective, and rapidly constructible ductile seismic load resisting systems. The design of these systems are supplemented with replaceable steel U-shaped flexural plate energy dissipation devices (UFPs). This system has opened the door to creating seismic resilience systems that sustain minor damage during large earthquakes. With this in mind, the NHERI TallWood Project funded by the National Science Foundation, is developing a rocking cross laminated timber wall seismic force resisting system and design procedure for tall timber buildings that enables seismic resilience by meeting rigorous performance requirements. The system is designed to have no damage during a frequent hazard (such as a 50% probability of exceedance in 50 years), limits damage to the easily replaceable UFP devices in less frequent earthquakes (such as a 10% probability of exceedance in 50 years), and has more considerable damage that may require CLT repair and PT replacement in an even less frequent hazard (such as a 2% probability of exceedance in 50 years). Experiments conducted by the NHERI TallWood group tested a full-scale two-story mass timer building, with CLT post-tensioned rocking walls as the lateral system, on the world's largest outdoor shake table in San Diego, California at the NHERI@UCSD facility. Fourteen dynamic ground motion tests were conducted on the specimen and experimental results showed a ductile response with low levels of damage. In addition, the performance-based design procedure and performance objectives for the specimen matched well with the observed and instrumented response.
Download or read book Development of Seismic Performance Factors for Cross laminated Timber Shear Walls written by John W. Van de Lindt and published by . This book was released on 2018 with total page 2 pages. Available in PDF, EPUB and Kindle. Book excerpt: Since its initial introduction in Europe more than two decades ago, cross-laminated timber (CLT) has been established as a new-generation product (UNFAO 2016). Recent construction projects in both Canada and the United States (Pei et al. 2016) and research efforts in Europe, North America, and Japan on CLT-based lateral force resisting systems (Pei et al. 2014) have demonstrated that CLT can be a viable alternative to steel and concrete in mid-rise construction, particularly in seismic regions. However, CLT-based seismic force resisting systems are not included in current design codes and standards, meaning that any CLT seismic design can be conducted only through alternative methods. This approach is both costly and complicated, making CLT less competitive than other conventional structural systems such as light-frame wood and heavier materials such as steel and concrete. The purpose of this Forest Products Laboratory partnership with Colorado State University is to determine seismic performance factors for CLT, thereby enabling CLT to be used efficiently and competitively throughout the United States.
Download or read book Seismic Design of Buildings to Eurocode 8 Second Edition written by Ahmed Elghazouli and published by CRC Press. This book was released on 2016-12-19 with total page 471 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book focuses on the seismic design of building structures and their foundations to Eurocode 8. It covers the principles of seismic design in a clear but brief manner and then links these concepts to the provisions of Eurocode 8. It addresses the fundamental concepts related to seismic hazard, ground motion models, basic dynamics, seismic analysis, siting considerations, structural layout, and design philosophies, then leads to the specifics of Eurocode 8. Code procedures are applied with the aid of walk-through design examples which, where possible, deal with a common case study in most chapters. As well as an update throughout, this second edition incorporates three new and topical chapters dedicated to specific seismic design aspects of timber buildings and masonry structures, as well as base-isolation and supplemental damping. There is renewed interest in the use of sustainable timber buildings, and masonry structures still represent a popular choice in many areas. Moreover, seismic isolation and supplemental damping can offer low-damage solutions which are being increasingly considered in practice. The book stems primarily from practical short courses on seismic design which have been run over a number of years and through the development Eurocode 8. The contributors to this book are either specialist academics with significant consulting experience in seismic design, or leading practitioners who are actively engaged in large projects in seismic areas. This experience has provided significant insight into important areas in which guidance is required.
Download or read book Guidelines for Performance based Seismic Design of Tall Buildings written by Pacific Earthquake Engineering Research Center and published by . This book was released on 2017 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Seismic Resilience of Tall Buildings Benchmarking Performance and Quantifying Improvements written by Jennisie Tipler and published by . This book was released on 2014 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Modern tall buildings are generally not considered to be a large contributor to the seismic risk of cities, based on the presumption that they are designed and built with sufficient safeguards to ensure good performance. This is in spite of the fact that current building code provisions have few, if any, provisions to ensure that tall buildings have better performance than other low-rise structures. This implies that a 40-story building is not expected, or designed, to perform any better than a one-story building following a large seismic event, despite the huge differences in the consequences of collapse and/or damage to these type of structures. The performance of a 42-story couple core wall building located in downtown San Francisco, designed using a state-of-the-practice performance-based approach, is evaluated. Two additional structural schemes, damped outriggers and base isolation, and one additional non-structural scheme are investigated. Non-linear response history analysis is conducted on each of the three structural building designs in order to assess the structural performance at five different seismic hazard levels. Subsequently, the expected building repair cost and downtime are estimated for each scheme; there are six schemes in total when considering the additional non-structural design scheme. The baseline building is expected to suffer financial losses exceeding 15% of the total building cost and functional downtime of almost 2 years (84 weeks) following a design level earthquake. The damped outrigger and base isolation schemes are found to reduce financial losses and downtime, with an expected loss of 14% and 10% of the building cost, respectively and an expected functional downtime of 62 weeks and 43 weeks, respectively following a design-level earthquake. The non-structural design alternative, which also includes provisions to reduce building downtime, was found to reduce loss and downtime in all cases. The best performing building is the base-isolated building with enhanced non-structural design, expected to experience losses of 2.4% of the building value and functional downtime of only 6 weeks following a design-level earthquake. A cost-benefit analysis reveals that all schemes are preferable to the baseline building. The payback period for the two structural design alternatives is found to be 4.6 years and 6.6 years for the damped outrigger and the base isolation schemes, respectively, and the payback period for the non-structural design alternatives are 5.3 years, 9.0 years and 8.7 years for the fixed base, damped outrigger and the base isolation schemes, respectively.
Download or read book Guidelines for Performance based Seismic Design of Tall Buildings written by Pacific Earthquake Engineering Research Center and published by . This book was released on 2010 with total page 84 pages. Available in PDF, EPUB and Kindle. Book excerpt:
