Author: Luis Bernardo Fargier-GabaldónPublisher:
ISBN:
Category :
Languages : en
Pages : 412
Book Description
Seismic Behavior of Reinforced Concrete Column-to-steel Beam (RCS) Connections with Special Configurations
Author: Luis Bernardo Fargier-GabaldónPublisher:
ISBN:
Category :
Languages : en
Pages : 412
Book Description
Seismic Behavior, Strength and Retrofit of Exterior RC Column-to-steel Beam Connections
Author: Gustavo Parra-MontesinosPublisher:
ISBN:
Category :
Languages : en
Pages : 632
Book Description
Seismic Behavior of RCS Beam-column Subassemblies and Frame Systems Designed Following a Joint Deformation-based Capacity Design Approach
Author: Xuemei LiangPublisher:
ISBN:
Category : Composite construction
Languages : en
Pages : 500
Book Description
Seismic Behavior of Lightly-reinforced Concrete Column and Beam-column Joint Details
Author: Seismic Behavior of Reinforced Concrete Interior Beam-column Subassemblages
Author: Suthipoul ViwathanatepaPublisher:
ISBN:
Category :
Languages : en
Pages : 184
Book Description
Seismic Behavior of Eccentric Reinforced Concrete Beam-column-slab Connections
Author: Burcu BurakPublisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 248
Book Description
Strength and Behavior of Reinforced Concrete Slab-column Connections Subjected to Static and Dynamic Loadings
Author: Marvin E. CriswellPublisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 434
Book Description
The objectives of this investigation were to study the strength and behavior of slowly (statically) loaded reinforced concrete slab-column connections and to determine the effect of rapid (dynamic) loading on the strength and behavior by comparison with the static test results. Nineteen full-scale models of a connection and adjoining slab area, consisting of a simply supported slab 84 or 94 inches square and 6-1/2 inches thick loaded concentrically on a 10- or 20-inch-square stub column at the center of the slab, were tested. The main variables were the amounts of reinforcement in the slab (p = 0.75 and 1.50 percent), the column size, and the loading speed. Eight specimens were loaded to failure statically, two were subjected to a very rapidly applied load of short duration, and nine were loaded to failure by a rapidly applied load with a rise time chosen to represent the conditions in a blast-loaded structure. The static test results are compared with 12 shear strength prediction methods. Differences between the mechanism of shear failure in slabs and beams are examined. (Author).
Seismic Behavior of Steel Beam-to-column Connection Subassemblages
Author: Vitelmo Victorio BerteroPublisher:
ISBN:
Category : Building, Iron and steel
Languages : en
Pages : 14
Book Description
Seismic Assessment and Retrofit of Reinforced Concrete Columns
Author: Konstantinos G. MegalooikonomouPublisher: Cambridge Scholars Publishing
ISBN: 1527530361
Category : Technology & Engineering
Languages : en
Pages : 387
Book Description
Reinforced concrete columns play a very important role in structural performance. As such, it is essential to apply a suitable analytical tool to estimate their structural behaviour considering all failure mechanisms such as axial, shear, and flexural failures. This book highlights the development of a fiber beam-column element accounting for shear effects and the effect of tension stiffening through reinforcement-to-concrete bond, along with the employment of suitable constitutive material laws.
Behavior of Reinforced Concrete Exterior Wide Beam-column-slab Connections Subjected to Lateral Earthquake Loading
Author: James Michael LaFavePublisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 468
Book Description