Ductile Structure Framework of Earthquake Resistant of Highrise Building on Exterior Beam-Column Joint with the Partial Prestressed Concrete Beam-Column Reinforced Concrete
Made D. Astawa,Tavio,I.G.P. Raka +2 more
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In this article, a monolithic exterior beam-column joints without plastic-hinges on the beam is designed as a model structure of the Special Moment brace using a partially prestressed concrete beams with dimension of 250/400mm, tensile reinforcements of 5 D13 and 3 D13 at the top section and bottom, respectively.About:
This article is published in Procedia Engineering.The article was published on 2013-01-01 and is currently open access. It has received 11 citations till now. The article focuses on the topics: Beam (structure) & Prestressed concrete.read more
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Journal ArticleDOI
State-of-the-Art Report on Partially-prestressed Concrete Earthquake-resistant Building Structures for Highly-seismic Region☆
TL;DR: In this article, the authors present the latest seismic design procedure for prestressed concrete buildings in Indonesia, based on the latest Indonesian Building Code for Structural Concrete and Seismic Code, namely SNI 2847:2013 and SNI 1726:2012, respectively.
Journal ArticleDOI
Compressive Strength of Steel-Fiber Concrete with Artificial Lightweight Aggregate (ALWA)
TL;DR: In this paper, the main ingredient used to develop the artificial lightweight aggregates is the styrofoam, which has a lightweight characteristic so that it can reduce the density of the concrete.
Book ChapterDOI
Earthquake Resistant Structures
R. Park,M.F. Hamza +1 more
TL;DR: In this article, the authors proposed a ductile design approach for resistance to earthquake including their performance criteria and the future trend in design approach, and the approach for earthquake resistance using base isolation and mechanical energy dissipating devices are discussed.
Journal ArticleDOI
The Effect of Styrofoam Artificial Lightweight Aggregate (ALWA) on Compressive Strength of Self Compacting Concrete (SCC)
TL;DR: In this paper, the authors investigated the impact of the use of ALWA in conventional concrete and self-compacting concrete in terms of its compressive strength and modulus of elasticity.
Journal ArticleDOI
Moment Contribution Capacity of Tendon Prestressed Partial on Concrete Beam-column Joint Interior According to Provisions ACI 318-2008 Chapter 21.5.2.5(c) Due to Cyclic Lateral Loads
TL;DR: In this paper, the authors designed a partial prestressed concrete beam-column with reinforced concrete interior joint, using square columns of 400/400 mm, reinforcement 6 D16 + 4D13, section beam 250/ 400 mm, tensile reinforcement 5 D13, compression reinforcement 3 D13 + 2 strand tendon D12,7 mm, and joint without plastic hinge, then tested in laboratory with lateral cyclic loads on peak column, static axial load 1120 kN on the centre column, to get the tendon capacity to assume positive and negative bending moments due to lateral load
References
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MonographDOI
Seismic Design of Reinforced Concrete and Masonry Buildings
T. Paulay,M. J. N. Priestly +1 more
TL;DR: In this paper, the causes and effects of earthquakes: Seismicity, Structural Response, Seismic Action, and Seismical Action in Member Design principles of member design.
Book
Reinforced Concrete Structures
Robert L. Park,Thomas Paulay +1 more
TL;DR: In this article, basic assumptions of Theory for Flexural Strength of Members with Flexure and Axial Load are presented, including: Strength and Deformation of members with Torsion. Strength and Ductility of Frames.
Computer-Aided Structural Engineering (CASE) Project: Decision Logic Table Formulation of ACI (American Concrete Institute) 318-77 Building Code Requirements for Reinforced Concrete for Automated Constraint Processing. Volume 2.
TL;DR: In this article, an automated constraint process based on an interconnected system of Decision Logic Tables (DLT) is presented. But the DLT method can be applied to identify requirements of a given design as well as to check the design against applicable requirements.
Computer-Aided Structural Engineering (CASE) Project: Decision Logic Table Formulation of ACI (American Concrete Institute) 318-77 Building Code Requirements for Reinforced Concrete for Automated Constraint Processing. Volume 1.
TL;DR: This report is concerned with development of an automated constraint process based on an interconnected system of Decision Logic Tables, and assembled into two volumes and arranged by sections affords the best plan for manual implementation.
Related Papers (5)
Seismic behavior of steel beam and reinforced concrete column connections
Chin-Tung Cheng,Cheng-Chih Chen +1 more