Results 251 to 260 of about 135,171 (291)

Strengthening of Masonry and Concrete Members with Textile-Reinforced Alkali-Activated Mortars: A Review on the Mechanical Performance. [PDF]

Materials (Basel)
Askouni PD, Kapsalis P, Papanicolaou CG, Triantafillou TC.   +3 more
europepmc   +1 more source

Reducing impact load on RC-Slabs using Expanded Polystyrene (EPS). [PDF]

Sci Rep
El-Maghraby Y, Wael J, Assem A, Khalil AE.   +3 more
europepmc   +1 more source

Finite Element Numerical Simulation of Deformation of Critical Vehicle Components and Damage to Retaining Walls of Emergency Escape Ramps During Truck Impacts. [PDF]

Sensors (Basel)
Qin P, Xu Z, Shi Y.
europepmc   +1 more source

Impact of Structural Stiffness on Vibration Periods of Concrete Buildings: A Systematic Review. [PDF]

Materials (Basel)
Paredes J, Ramirez W, Pico F, Acosta R, Toapanta OG, Mayacela M.   +5 more
europepmc   +1 more source

Flexible joints for seismic-resilient design of masonry-infilled RC frames. [PDF]

Sci Data
Manojlovski F, Tubaldi E, Sheshov V, Rakicevic Z, Bogdanovic A, Bojadjieva J, Shoklarovski A, Poposka A, Ivanovski D, Kitanovski T, Markovski I, Filipovski D, Naumovski N, Turchetti F, Marinković M, Bošković M, Butenweg C, Gams M, Krtinić N, Freddi F, Pieroni L, Losanno D, Parisi F, Dhir P, Pantó B, Ahmadi H, Patel J, Schroeder M, Meyer UJ, Rosen B, Lotti A.   +30 more
europepmc   +1 more source

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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

Behavior of Reinforced Concrete Frames with Reinforced Concrete Partial Infills

ACI Structural Journal, 2006
The addition of reinforced concrete (RC) infilled walls has been found to be a feasible strengthening technique for earthquake resistance. This article reports on a study that investigated the behavior of nonductile reinforced concrete (RC) frames strengthened by introducing partial infills under cyclic lateral loading.
Kara, Mehmet Emin, Altin, SİNAN
openaire   +3 more sources

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

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

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