Earthquake performance and safety of timber structures

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Published by Forest Products Society in Madison, WI .

Written in English

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  • Buildings -- Earthquake effects.,
  • Earthquake engineering -- Congresses.,
  • Building, Wooden -- Congresses.,
  • Earthquake resistant design -- Congresses.

Edition Notes

Book details

Statementedited by Greg C. Foliente.
ContributionsFoliente, Greg C., 1964-, Forest Products Society. Meeting
LC ClassificationsTA654.6 .E3786 1997
The Physical Object
Paginationvi, 146 p. :
Number of Pages146
ID Numbers
Open LibraryOL3344960M
ISBN 100935018859
LC Control Number2004351538

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Earthquake Performance and Safety of Timber Structures (Proceedings;) on *FREE* shipping on qualifying offers. Earthquake Performance and Safety of Timber Structures Format: Paperback.

Finally, the performance of the case study structure was compared with a similar structure with the RSFJs replaced with conventional friction dampers. The findings of this research demonstrate that the proposed system has the potential to be considered as an efficient resilient seismic solution for timber structures and the presented design Cited by: 4.

This book presents a selection of the best papers from the HEaRT conference, held in Lisbon, Portugal, which provided a valuable forum for engineers and architects, researchers and educators to exchange views and findings concerning the technological history, construction features and seismic behavior of historical timber-framed walls in the Mediterranean countries.

This paper presents an approach to evaluate the performance reliability of post-and-beam timber buildings under seismic excitation. The uncertainties considered include those associated with the earthquake ground motions, the structural mass and shear wall characteristics. The approach uses a verified structural model called “PB3D” for the creation of a database of seismic responses, Cited by: 5.

The aim of the paper is to investigate and evaluate the seismic performance of the structure described above through a comparison between experimental tests, carried out by means of cyclic tests on scale models, and the results obtained by the numerical modeling of the mechanical system that is capable of interpreting the actual Cited by: 6.

As a result, researchers and engineers are developing new concepts and structural systems that can provide life-safety performance while minimize the earthquake damage.

This paper investigates the seismic performance of timber structures with rocking walls that use low damage re-centring hold-down connections. Earthquake Design Practice for Buildings covers the main principles and design rules that are used to design buildings to resist the effect of earthquakes.

It offers comprehensive, practical and easy to read advice on the technical issues that have to be considered in the seismic design of buildings.

Understanding the Seismic Performance of Timber Framed School Buildings Version 2 for General Issue, March This report provides an overview of a programme of work undertaken by the Ministry of Education to consolidate and build upon the lessons from the Canterbury earthquakes in relation to timber-framed structures.

The Hyogo-ken Nanbu (Kobe) earthquake raised a lot of concerns about the seismic safety of traditional post and beam (P&B) timber construction in Japan.

The poor performance of the severely damaged P&B houses can be attributed to some structural design issues such as heavy tile roofs, weak first stories, irregular shear wall layout, and.

Two types of structures were analyzed in the paper: Glued laminated timber structure, Cambered beam span of L = m and Glued Laminated pedestrian timber bridge, two-hinged arch, span of L.

Timber construction is one of the most prevalent methods of constructing buildings in North America and an increasingly significant method of construction in Europe and the rest of the world. Timber Engineering deals not only with the structural aspects of timber construction, structural components, joints and systems based on solid timber and engineered wood products, but also material 3/5(1).

Earthquake Engineering of Timber Structures: Modelling and Simulation of Collapse [Ohta, Masamitsu, Yasumura, Motoi, Nakagawa, Takafumi] on *FREE* shipping on qualifying offers. Earthquake Engineering of Timber Structures: Modelling and Simulation of Collapse. It has been extensively updated and expanded, with completely new material added on socio-economic factors, recent technologies for earthquake resistance, displacement-based design, assessment of liquefaction potential and new developments in the seismic-resisting design and analysis of concrete, steel, timber and masonry structures.

Structural Design for Fire Safety, 2 nd edition. earthquake engineering and timber structures. After gaining experiences as a consulting structural engineer, he joined the University of Canterbury over 20 years ago, where he established the fire engineering programme, leading to the first edition of Structural Design for Fire Safety in   Advances in Performance-Based Earthquake Engineering Design of Timber Structures Response Spectrum Method in Seismic Analysis and Design of Structures Seismic Safety of High Arch Dams ACI R(04) Foundations for Dynamic Equipment Confidence in.

After an earthquake most buildings in an area need to be examined and evaluated, so the risk to historic structures is particularly profound.

Rarely do the inspectors who are doing safety evaluations of damaged structures fully comprehend the underlying philosophy of the building code which presumes damage in an earthquake over a certain size.

earthquake performance of different build-ing types during an earthquake. Observation of structural performance of buildings during an earthquake can clearly identify the strong and weak aspects of the design, as well as the desirable quali-ties of materials and techniques of construc-tion, and site selection.

The study of dam. Performance of various types of buildings during earthquakes such as masonry, reinforced concrete, wooden, mud, steel and composite buildings are discussed. It is better with respect to fire resistance and safety against buckling as compared to steel skeleton.

Principles of Conceptual Design of Earthquake Resistant Structures. Well-designed and well-constructed timber structures can have an excellent response under earthquake loading due primarily to the high strength to weight ratio of wood. Nevertheless, the seismic performance of timber buildings involves various inter-related factors that need to.

While timber technologies are continually improving and taller timber structures are being designed, they have yet to be built in this country. In practice, factors such as wind and gravity loads, fire safety and acoustics limit the height of timber structures more than concerns about their rigidity and seismic performance.

Download Earthquake Analysis And Design Of Industrial Structures And Infra Structures books, Despite significant development in earthquake analysis and design in the last 50 years or more, different structures related to industry, infra structure and human habitats get destroyed with monotonic regularity under strong motion earthquake.

Even the. This book presents a selection of the best papers from the HEaRT conference, held in Cosenza, Italy, which provided a valuable forum for engineers and architects, researchers and educators to exchange views and findings concerning the technological history, construction features and seismic behavior of historical timber-framed walls in the Mediterranean countries.

[27] A. Frangi, M. Fontana, Fire Performance of Timber Structures under Natural Fire Conditions, Fire Safety Science 8 () – [28] A. Frangi, G.

Bochicchio, A. Ceccotti, M.P. Due to their comparatively low mass that implies reduced horizontal dynamic loads even during strong earthquakes, wood-made buildings might be a good choice in seismic prone regions.

To meet the modern design philosophy requirements, however, such structures should be able to behave in a ductile way under exceptional events.

By presenting a brief review of the latest developments in the. The Response of Nonlinear Multi-Story Structures Subjected to Earthquake Excitation The Seismic Performance of RC Frame Buildings with Masonry Infill Walls The Seismic Performance of Reinforced Concrete Frame Buildings with Masonary Infill Walls The Seismicity of Indiana And its Relationship to Civil Engineering Structures - Phase B.

Photo Credit: C. BazettStructural engineering is the science and art of designing, analysing and constructing structures. Traditional civil engineering structures include buildings, bridges, towers, and dams designed to resist seismic, wind, and gravity forces.

The analytical tools developed by structural engineers, e.g., numerical analysis methods, non-linear material models, reliability. The successful preservation of an historic building, complex or city depends on the continued use and daily care that come with it.

The possibility of continued use depends on the adaptation of the building to modern standards and practice of living, requiring changes in constructional or structural features.

Conservation engineering is the process of understanding, interpreting and managing. Earthquake engineering is an interdisciplinary branch of engineering that designs and analyzes structures, such as buildings and bridges, with earthquakes in mind.

Its overall goal is to make such structures more resistant to earthquakes. An earthquake (or seismic) engineer aims to construct structures that will not be damaged in minor shaking and will avoid serious damage or collapse in a.

The author and his colleagues have inspected and strengthened timber trestles and dolphins for marine oil terminals and bulk handling piers and wharves.

We have inspected and assessed several timber structures and developed alternative repair designs that allow the structures to meet the required operational and seismic demands.

Earthquake Demand versus Earthquake Capacity 10 Force-based Design to Displacement-based Design 13 2 Earthquake Demand on Buildings Seismic Design Force 15 Dynamic Characteristics of Buildings 18 Natural Period 18 (a) Fundamental Natural Period of Building 19 (b) Factors influencing Natural Period In the eurocode series of European standards (EN) related to construction, Eurocode 8: Design of structures for earthquake resistance (abbreviated EN or, informally, EC 8) describes how to design structures in seismic zone, using the limit state design philosophy.

It was approved by the European Committee for Standardization (CEN) on 23 April Its purpose is to ensure that in the.

LRFD design with earthquake loading 18 Soil structure interaction 20 Performance based design 21 4 SITE ASSESSMENT AND FOUNDATION SELECTION 22 Introduction 22 Soil liquefaction 25 Lateral spreading 26 Other site stability issues 27.

fire safety of timber buildings is not lower than of buildings made of other materials. A large research project on the fire behavior of timber structures is currently being carried out in Switzerland [2]. The research project aims at supplying basic data and information on the safe use of timber in multi-storey buildings.

Further novel. This thesis describes the performance of timber structures under long duration earthquakes. The primary objective of this study is to quantify the effects of long duration ground shaking on wood structures compared to short duration shaking.

The investigation is confined to conventional low-rise and modern mid-rise woodframe buildings. Full scale models of the benchmark structures used for.

This thesis presents the results obtained from a preliminary investigation into the potential application of the friction damping concept to wood structures to improve their seismic response.

Sliding friction devices which contain heavy duty brake lining pads have been proposed in order to enhance a wood structure's seismic performance. The devices are mounted onto a structure's shearwalls to. The book provides an overview of latest developments and advances related to earthquake-resistant structures.

The book discusses seismic-resistance design of masonry and reinforcement of concrete structures and safety measurements, strengthening and rehabilitation of existing structures against earthquake loads. structures, which is an approximate return period of 1, years).

Geotechnical design associated with structures shall be consistent with this performance objective and design hazard level. For the FEE, the performance objective requires minimal to no earthquake damage and that the structure remain in full service after the earthquake.

Book Description. Although the disciplines of architecture and structural engineering have both experienced their own historical development, their interaction has resulted in many fascinating and delightful structures.

To take this interaction to a higher level, there is a need to stimulate the inventive and creative design of architectural structures and to persuade architects and structural. life safety. loma Prieta earthquake, The earthquake caused the collapse of a number of engineered structures including the double deck freeway in Oakland that resulted in the death of 49 motorists.

Houses at the epicenter—most of which were wood-frame construction—were subjected to high peak ground accelerations and performed well unless.

Timber Structures Study Group ReviewAccordingly, a numerical model for a 5-story timber structure was developed and then the proposed procedure was applied to the model to design the connectors. Then the model was subjected to nonlinear static pushover and nonlinear dynamic time–history simulations to investigate the seismic performance of.

timber elements can be found in the external walls to promote the connection between the gaiola and the external masonry walls [16,17]. Seismic performance of timber frame structures – evidences from past earthquakes Based on the analysis carried out on damage state of traditional timber .Seismic performance is an execution of a building structure's ability to sustain its due functions, such as safety and serviceability, at and after a particular earthquake.A structure is, normally, considered safe if it does not endanger the lives and wellbeing of those in or around it by partially or completely collapsing.

A structure may be considered serviceable if it is able to fulfill its.Earthquake Resistant Design and Risk Reduction, 2 nd edition is based upon global research and development work over the last 50 years or more, and follows the author’s series of three books Earthquake Resistant Design, 1st and 2 nd editions ( and ), and Earthquake Risk Reduction ().

Many advances have been made since the edition of Earthquake Risk Reduction, and .

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