Results 251 to 260 of about 14,457 (306)

Finite element analysis of a constructional column on the out-of-plane performance of the damaged steel frame-infilled wall. [PDF]

Sci Rep
Wang Z, Luo H, Lin H, Yuan S, Zhu Z, Liang W.   +5 more
europepmc   +1 more source

Numerical simulation of reverse cyclic loading in precast column and pocket foundation connection. [PDF]

Sci Rep
Hemamathi A, Jaya KP, Sukumar B.
europepmc   +1 more source

Experimental and numerical investigation of the progressive collapse of precast reinforced concrete frame substructures with wet connections

Engineering Structures, 2022
In precast reinforced concrete frame structures, beam-column joints suffer severe damage under large deformations, which may significantly influence their performance in resisting progressive collapse.
Xiaowei Cheng, Yi Li
exaly   +2 more sources

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Rehabilitation of Reinforce Concrete Frames with Reinforced Concrete Infills

Key Engineering Materials, 2006
The purpose of this study is to understand the fundamental resistance mechanism and the shear strength of the frame with the reinforced concrete infill wall by comparing analytical with experimental results. For this, one-story and one-bay four specimens were manufactured with variables; Lightly Reinforced Concrete Frame (LRCF), monolith placing Shear ...
Chang Sik Choi, Hye Yeon Lee
openaire   +1 more source

Nonlinear analysis of reinforced concrete frames

Computers & Structures, 1981
Abstract A computer analysis is described for the elastic-perfectly plastic analysis of reinforced concrete planar frames. This computer program requires less computer time and memory space and is intended as practical analysis and design uses. The computer program is capable of complete analysis of reinforced concrete frames from zero load until ...
Hsu, Cheng-Tzu Thomas, Mirza, M. Saeed, Sea, C. S. Sunny   +2 more
openaire   +1 more source

Hysteretic Response of Reinforced‐Concrete Infilled Frames

Journal of Structural Engineering, 1992
Strengthening of framed reinforced concrete structures by cast‐in‐place reinforced concrete infills is commonly used in practice. The objective of this study is to investigate the behavior of such infilled frames under seismic loads. For this purpose, 14 two‐story, one‐bay infilled frames are tested under reversed cyclic loading simulating seismic ...
ERSOY, U, ALTIN, S, TANKUT, T
openaire   +3 more sources

Behavior of reinforced concrete frames with reinforced concrete partial infills

ACI Structural Journal, 2006
The purpose of this research is to investigate the behavior of non-ductile reinforced concrete (RC) frames strengthened by introducing partial infills under cyclic lateral loading. Seven one-bay, two-story, 1/3-scale test specimens were constructed and tested. The test frames had deficiencies commonly observed in residential RC buildings in Turkey. The
Kara, Mehmet Emin, Altin, SİNAN
openaire   +3 more sources

Optimization of Reinforced Concrete Frames

Journal of Structural Engineering, 1997
The optimization of three-dimensional (3D) reinforced concrete frames is discussed. The validity of the assumption that optimum concrete-section dimensions are insensitive to the number, diameter, and longitudinal distribution (topology) of reinforcing bars is examined.
Richard J. Balling, Xiaoping Yao
openaire   +1 more source

Performance assessment for a reinforced concrete frame building

Earthquake Spectra, 2000
This paper evaluates the performance of a seven‐story reinforced concrete frame building that was severely damaged during the 1994 Northridge, California, earthquake. The building was designed and constructed in the 1960s and contains details that are typical of that construction era in the western United States.
JoAnn Browning, Y. Roger Li, Abraham Lynn, Jack P. Moehle   +3 more
openaire   +1 more source