1 edition of Seismic behavior of concrete bridge columns at sub-freezing temperatures found in the catalog.
Seismic behavior of concrete bridge columns at sub-freezing temperatures
Luis A. Montejo
by Alaska Dept. of Transportation [and Public Facilities], Statewide Research Office in Juneau, AK
Written in English
The final goal of this research was to develop recommendations for the future seismic design or assessment of reinforced concrete bridge bent structures in cold seismic regions.
|Other titles||Influence of low temperatures on the ductility of bridge structures in high seismic regions|
|Statement||prepared by Luis A. Montejo, Mervyn J. Kowalsky, Tasnim Hassan|
|Contributions||Kowalsky, Mervyn J., Hassan, Tasnim, Alaska. Dept. of Transportation and Public Facilities. Statewide Design and Engineering Services Division. Statewide Research and Technology Transfer Section, North Carolina State University. Constructed Facilities Laboratory, United States. Federal Highway Administration|
|LC Classifications||TA445 .M725 2008|
|The Physical Object|
|Pagination||xx, 367 p. :|
|Number of Pages||367|
|LC Control Number||2009376859|
Title: Seismic Behavior of Reinforced Concrete Frame with Split Columns Author(s): Z.-X. Li Publication: Symposium Paper Volume: Issue: Appears on pages(s): Keywords: cyclic load; ductility; frame; model experiment; plastic hinge; reinforced concrete; seismic behavior; short column; split column; yielding Date: 10/1/ Abstract: Based on the success of authors’ previous study. The discussion in this chapter will be confined to monolithically cast reinforced-concrete buildings. The concepts of seismic demand and capacity are introduced and elaborated on. Specific provisions for design of seismic resistant reinforced concrete members and systems are presented in detail.
Yilmaz T, Caner A. Target damage level assessment for seismic performance evaluation of two-column reinforced concrete bridge bents. Bridge Structures. ;8()– DOI: /BRS  Zhu W, Franc R. Structural performance of RC beams in relation with the corroded period in chloride environment. ;– During moderate to large earthquakes, reinforced concrete bridge columns are subjected to combinations of actions and deformations, caused by spatially-complex earthquake ground motions, structural configurations and the interaction between input and response characteristics. As a result, the seismic behavior of RCC will be seriously affected.
Calderone, A. J., Lehman, D. E. and Moehle, J. P.  Behavior of Reinforced Concrete Bridge Columns Having Varying Aspect Ratios and Varying Lengths of Confinement, PEER Report / Google Scholar; CEB  "RC frames under earthquake loading," Lausanne Bull. Chen, Y. and A. Aswad. Stretching the span capability of prestressed concrete bridges under AASHTO LRFD, ASCE Journal of Bridge Engineering, 1(3), (). Chen, Y. Modeling and analysis methods of bridges and their effects on seismic responses: I. Theory, Computers and Structures, 59(1), ().
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Title: Seismic Behavior of Reinforced Concrete Bridge Columns at Sub-Freezing Temperatures: Author: Montejo, Luis Alberto: Advisors: Mervyn J. Kowalsky, Committee ChairCited by: 8. Request PDF | On Jan 1,Luis A Montejo published Seismic behavior of reinforced concrete bridge columns at sub-freezing temperatures | Find, read and cite all the research you need on Author: Luis Montejo.
Seismic Behavior of Reinforced Concrete Bridge Columns at Sub-Freezing Temperatures. The final goal of this research was to develop recommendations for the future seismic design or assessment of reinforced concrete (RC) bridge bent structures in cold seismic by: 8.
Seismic Design of Reinforced Concrete Bridge Columns at Subfreezing Temperatures This paper presents a methodology to quantify the effects of low temperatures on the seismic behavior of reinforced concrete (RC) bridge columns.
This paper presents the results from Phase II of an experimental study on the behavior of reinforced concrete bridge columns in cold seismicly active regions. Six half-scale circular reinforced concrete columns, designed to be flexural dominated, were tested under reversed cyclic loading while subjected to temperatures ranging from −36°C(−33°F) to 22°C (72°F).Cited by: Book.
Seismic behavior of reinforced concrete bridge columns at sub-freezing temperatures. January Luis Montejo; Read more. Chapter. Design of Reforma with High Strength Steel. Reinforced concrete (RC) columns of skewed and curved bridges with unequal spans and column heights can be subjected to combined loading including axial, flexure, shear, and torsion loads during earthquakes.
The combination of axial loads, shear force, and flexural and torsional moments can result in complex failure modes of RC bridge columns. Seismic Assessment and Retrofit of Existing Multi-Column Bent Bridges Seismic Behavior and Retrofit of Infilled Frames Seismic Behavior of Reinforced Concrete Bridge Columns at Sub-Freezing Temperatures Seismic Behavior and Design of Irregular and Complex Civil Structures Seismic Behavior of Micropiles Seismic Int.
Struct. & Civil Engg. Res. Sumit Pahwa and Ambar Gupta, A STUDY ON SEISMIC BEHAVIOR OF REINFORCED CONCRETE BRIDGE PIERS Sumit Pahwa1 and Ambar Gupta1* 1 Alpine Institute of Technology, Ujjain, M.P. *Corresponding author:Ambar Gupta [email protected] ISSN – Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc.
[This book is focused on the response of structures during severe earthquakes and translates research findings into relatively simple design recommendations] Priestley M. N., Seible F. and Calvi G. Seismic Design and Retrofit of Bridges, John Wiley. Portage Creek Bridge concrete columns.
ISIS Canada and the British Columbia Ministry of Transport 8 have discussed an innovative means of seismic strengthening and remote structural health monitoring of the Portage Creep Bridge, City of Victoria, British Columbia, Canada.
This is one of 36 demonstration bridges across Canada sponsored by ISIS. Precast segmental bridge columns (PSBCs) have many advantages compared with monolithic bridge columns.
However, PSBCs could be severely damaged during an earthquake due to their limited seismic capacity. Rapid repair of the PSBCs and the seismic behavior of the repaired PSBCs are critical to the post-earthquake recovery of bridges with such.
on the behavior of reinforced concrete bridge columns in cold seismicly active regions. Six half-scale circular reinforced concrete columns, designed to be ﬂex-ural dominated, were tested under reversed cyclic loading while subjected to temperatures ranging from −36°C −33°F to.
Seismic Vertical Component Effects on Seismic Demands of a Base Isolated Bridge with Friction-Rubber Bearings. Civil Eng Res J. ; 3(3): DOI: /CERJ Civil Engineering Research Journal of columns.
Gloyd  developed a design criteria by studying 60 pre stressed box girder bridges with due attention to the. Seismic Behavior of Reinforced- Concrete-Filled Steel Tubes Research on concrete-filled steel tubes is vast and has been conducted for many decades.
Over the last 10 years, a research program undertaken at North Carolina State University (NC State) has aimed to investigate the seismic performance of reinforced-concrete-filled steel tubes (RCFSTs).
Montejo, Luis (May ) “Seismic Behavior of Reinforced Concrete Bridge Columns at Sub-Freezing Temperatures” Experimental and analytical study in the effects of temperature. Seismic Behavior of Shear-Critical Hollow Bridge Columns Shear Displacement Model for Reinforced Concrete Columns FEA Modeling and Modal Pushover Analysis of a Story Office Building in Anchorage, Alaska.
Advancing the seismic design of reinforced concrete bridge columns Aaron Trask Shelman Iowa State University "Advancing the seismic design of reinforced concrete bridge columns" ().Graduate Theses and Dissertations.
EFFECTS OF COLD TEMPERATURE ON THE BEHAVIOR OF. The seismic behavior of short circular reinforced concrete columns was studied by testing seven columns retrofitted with prestressing steel wire (PSW), subjected to combined constant axial compression and lateral cyclic load.
The main test parameters were configuration index of PSW, prestressing level of PSW, and axial compression ratio. An analysis and discussion of the test results.
EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF REINFORCED CONCRETE COLUMNS UNDER CONSTANT AND VARIABLE AXIAL LOADINGS Hassane OUSALEM*1, Toshimi KABEYASAWA* 2, Akira TASAI* 3 and Yasuko OHSUGI*4 ABSTRACT: The behavior of six reinforced concrete columns subjected to unidirectional cyclic lateral loading with constant and variable axial loads, and their.
SEISMIC BEHAVIOR OF STEEL BUILDING STRUCTURES WITH COMPOSITE SLABS by Seung Joon Lee Hysteresis Behavior Composite Beam-to-Column Panel Zone Restoring Force Characteristics Table PROPERTIES OF CONCRETE CYLINDERS CiteScore: ℹ CiteScore: CiteScore measures the average citations received per peer-reviewed document published in this title.
CiteScore values are based on citation counts in a range of four years (e.g. ) to peer-reviewed documents (articles, reviews, conference papers, data papers and book chapters) published in the same four calendar years, divided by the number of.Office policy for concrete and steel bridge design is as follows: A.
Concrete Bridges Semi-integral design is used for prestressed concrete girder bridges under feet long and for post-tensioned spliced concrete girder and cast-in-place post-tensioned concrete box girder bridges under feet long. Use L-type abutments.