Author: Md Asif Iqbal
Publisher:
ISBN:
Category : Building, Wooden
Languages : en
Pages : 466
Book Description
Seismic Response and Design of Subassemblies for Multi-storey Prestressed Timber Buildings
Author: Md Asif Iqbal
Publisher:
ISBN:
Category : Building, Wooden
Languages : en
Pages : 466
Book Description
Publisher:
ISBN:
Category : Building, Wooden
Languages : en
Pages : 466
Book Description
Displacement-based seismic design for multi-storey cross laminated timber buildings
Author: Hummel, Johannes
Publisher: kassel university press GmbH
ISBN: 3737602883
Category :
Languages : en
Pages : 224
Book Description
Key Terms: cross laminated timber, displacement-based seismic design, time history analysis, multi-storey timber structures, hysteretic behaviour
Publisher: kassel university press GmbH
ISBN: 3737602883
Category :
Languages : en
Pages : 224
Book Description
Key Terms: cross laminated timber, displacement-based seismic design, time history analysis, multi-storey timber structures, hysteretic behaviour
Seismic Response of Multi-storey Cross-laminated Timber Buildings
Seismic Design of Core-wall Systems for Multi-storey Timber Buildings
Author: Andrew James McLean Dunbar
Publisher:
ISBN:
Category : Earthquake resistant design
Languages : en
Pages : 254
Book Description
Publisher:
ISBN:
Category : Earthquake resistant design
Languages : en
Pages : 254
Book Description
Multistorey Timber Buildings Seismic Design Guide
Author: Michael Paul Newcombe
Publisher:
ISBN:
Category : Earthquake engineering
Languages : en
Pages : 103
Book Description
Publisher:
ISBN:
Category : Earthquake engineering
Languages : en
Pages : 103
Book Description
The Seismic Response of Multi-storey Buildings
Author: R. C. Fenwick
Publisher:
ISBN:
Category : Structural frames
Languages : en
Pages : 73
Book Description
Publisher:
ISBN:
Category : Structural frames
Languages : en
Pages : 73
Book Description
Structural Response of Mid-rise Hybrid Building System Consisting of a Light Wood Frame Structure and Stiff Core
Author: Lina Zhou
Publisher:
ISBN:
Category : Buildings, Reinforced concrete
Languages : en
Pages : 225
Book Description
"In low-rise multi-storey light wood frame buildings (LWFBs) (up to four-storey), the elevator shaft and stairwell cores made of reinforced concrete/masonry materials are usually designed separately from the wood frame. As the releasing of storey limit from four to six of residential LWFBs in the Province of British Columba since 2009, combination design consideration becomes an alternative way to utilize the lateral resistance of stiff cores. The uncertainty on seismic performance of these hybrid buildings has prompted the need to investigate the structural behavior of hybrid wood structures under earthquake load, especially on the estimation of seismic response parameters and load distributions between sub-systems. In this study, a procedure of quantifying the seismic force modification factors of hybrid building systems that consisting of a relatively ductile light wood frame structure and a less ductile stiff core connected by a ductile connection system was proposed. According to this procedure, sixty-seven hybrid buildings with various combinations of sub-system properties were analyzed under San Fernando earthquake by two-dimensional (2-d) numerical modeling approach with ABAQUS software. The concept of super-element was used to modeling the wood and stiff core shear walls and inter-connections of sub-systems that incorporates the Bouc-Wen-Baber-Noori (BWBN) model to describe the hysteresis performance under lateral loads. The predictive capacity of this 2-d modeling approach was verified using the test data of two-storey hybrid wood-masonry wall and connection tests conducted in this study. The results show that the deformation incompatibility of the two sub-systems can be partially accommodated by the bolted connection systems developed in this study. An R value (seismic force modification factor) larger than the lower value of the two sub-systems can be assigned to design of the hybrid buildings. Base on the numerical modeling analyses results of the sixty-seven buildings, empirical equations of estimation of seismic response parameters (seismic force modification factor and fundamental period) of hybrid buildings and load distributions between sub-systems were proposed. Two more earthquakes, Loma Prieta and Northridge-01, were used to verify the relationship explored by these equations. The results show that the relationship between system properties of wood-hybrid buildings and sub-system properties of components derived under San Fernando earthquake is also applicable for other earthquakes"--Pages ii-iii.
Publisher:
ISBN:
Category : Buildings, Reinforced concrete
Languages : en
Pages : 225
Book Description
"In low-rise multi-storey light wood frame buildings (LWFBs) (up to four-storey), the elevator shaft and stairwell cores made of reinforced concrete/masonry materials are usually designed separately from the wood frame. As the releasing of storey limit from four to six of residential LWFBs in the Province of British Columba since 2009, combination design consideration becomes an alternative way to utilize the lateral resistance of stiff cores. The uncertainty on seismic performance of these hybrid buildings has prompted the need to investigate the structural behavior of hybrid wood structures under earthquake load, especially on the estimation of seismic response parameters and load distributions between sub-systems. In this study, a procedure of quantifying the seismic force modification factors of hybrid building systems that consisting of a relatively ductile light wood frame structure and a less ductile stiff core connected by a ductile connection system was proposed. According to this procedure, sixty-seven hybrid buildings with various combinations of sub-system properties were analyzed under San Fernando earthquake by two-dimensional (2-d) numerical modeling approach with ABAQUS software. The concept of super-element was used to modeling the wood and stiff core shear walls and inter-connections of sub-systems that incorporates the Bouc-Wen-Baber-Noori (BWBN) model to describe the hysteresis performance under lateral loads. The predictive capacity of this 2-d modeling approach was verified using the test data of two-storey hybrid wood-masonry wall and connection tests conducted in this study. The results show that the deformation incompatibility of the two sub-systems can be partially accommodated by the bolted connection systems developed in this study. An R value (seismic force modification factor) larger than the lower value of the two sub-systems can be assigned to design of the hybrid buildings. Base on the numerical modeling analyses results of the sixty-seven buildings, empirical equations of estimation of seismic response parameters (seismic force modification factor and fundamental period) of hybrid buildings and load distributions between sub-systems were proposed. Two more earthquakes, Loma Prieta and Northridge-01, were used to verify the relationship explored by these equations. The results show that the relationship between system properties of wood-hybrid buildings and sub-system properties of components derived under San Fernando earthquake is also applicable for other earthquakes"--Pages ii-iii.
Energy Based Seismic Design of a Multi-storey Hybrid Building
The Seismic Design and Behaviour of Multi-storey Plywood Sheathed Timber Framed Shearwalls
Author: Bruce Lindsay Deam
Publisher:
ISBN:
Category : Earthquake resistant design
Languages : en
Pages : 218
Book Description
Publisher:
ISBN:
Category : Earthquake resistant design
Languages : en
Pages : 218
Book Description
Seismic Response and Design of Single-storey Precast Concrete Buildings
Author: Claude F. Pilette
Publisher:
ISBN:
Category :
Languages : en
Pages : 400
Book Description
"Analytical models are presented to enable the prediction of the reversed cyclic loading responses of the precast column-foundation and wall-foundation subassemblages. These analytical models are compared with the test results and also enabled the assessment of the performance of single-storey precast concrete structures by non-linear dynamic analyses. Design guidelines are presented for single-storey precast structures located in moderate seismic zones." --
Publisher:
ISBN:
Category :
Languages : en
Pages : 400
Book Description
"Analytical models are presented to enable the prediction of the reversed cyclic loading responses of the precast column-foundation and wall-foundation subassemblages. These analytical models are compared with the test results and also enabled the assessment of the performance of single-storey precast concrete structures by non-linear dynamic analyses. Design guidelines are presented for single-storey precast structures located in moderate seismic zones." --