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Showing 1 to 15 of 15 for “"reinforced concrete frame"”.

  1. Analysis of Reinforced Concrete Frame-Wall Structures for Strong Earthquake Motions

    Made available in DSpace on 2014-12-13T19:31:51Z (GMT). No. of bitstreams: 1 7915342.pdf: 5744281 bytes, checksum: f604ab75b68cf7ffc8e38ef2abe71551 (MD5) Previous issue date: 1979

    uiuc Repository record for Analysis of Reinforced Concrete Frame-Wall Structures for Strong Earthquake Motions (opens in a new tab)

  2. Kinematics-Based Modelling of Deep Transfer Girders in Reinforced Concrete Frame Structures

    Reinforced concrete deep beams often carry heavy loads as transfer girders in high-rise buildings, pile caps in bridges or other important structural members. Due to their small slenderness, they exhibit shear failure with disturbed deformation patterns differently from slender beams. Many …

    liege Repository record for Kinematics-Based Modelling of Deep Transfer Girders in Reinforced Concrete Frame Structures (opens in a new tab)

  3. An analytical model for the seismic analysis of reinforced concrete frame structures

    … model to describe the cyclic behaviour of reinforced concrete members. The mechanisms which are important in the behaviour of members dominated by flexural deformations are identified. They include bar-slippage due to deterioration of the bond between the steel and concrete, the crack …

    cape-town Repository record for An analytical model for the seismic analysis of reinforced concrete frame structures (opens in a new tab)

  4. Experimental Modelling and Analysis of Three One-Tenth-Scale Reinforced Concrete Frame-Wall Structures

    Three one-tenth-scale frame-wall models were tested on the earthquake simulator at the University of Illinois. The prototype was a full-scale structure tested at the Building Research Institute (BRI) in Tsukuba, Japan.

    uiuc Repository record for Experimental Modelling and Analysis of Three One-Tenth-Scale Reinforced Concrete Frame-Wall Structures (opens in a new tab)

  5. Modelling the Post-Peak Response of Existing Reinforced Concrete Frame Structures Subjected to Seismic Loading

    Structural members of reinforced concrete (R/C) buildings designed according to older, less stringent seismic codes are often vulnerable to shear or flexure-shear failure followed by axial failure. Thus, such substandard R/C structures are susceptible to vertical collapse, which pertains to the …

    city-london Repository record for Modelling the Post-Peak Response of Existing Reinforced Concrete Frame Structures Subjected to Seismic Loading (opens in a new tab)

  6. Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns

    … on drift response of (1) using slender walls in frames with yielding columns and (2) placing a structural hinge at the base of slender walls to reduce strength and stiffness requirements for the foundation.

    uiuc Repository record for Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns (opens in a new tab)

  7. The effect of floor slabs on the moments in columns

    … trends toward more and more complex forms of the reinforced concrete frame.

    vt Repository record for The effect of floor slabs on the moments in columns (opens in a new tab)

  8. Theoretical investigation of Australian designed reinforced concrete frames subjected to earthquake loading

    Studies the behaviour of reinforced concrete frame structures designed in accordance with AS3600 concrete structures code using a non-linear computer model. A computer model of a multi-storey multi-bay prototype structure was created.

    adelaide Repository record for Theoretical investigation of Australian designed reinforced concrete frames subjected to earthquake loading (opens in a new tab)

  9. Structural health monitoring of bridges using wireless sensor networks

    … and algorithms, a WSN system mounted on a simple reinforced concrete frame model is employed in the lab. A series of tests are carried out on the reinforced concrete frame mounted on the shaking table in order to simulate the existing extreme loading condition. Experimental methods which are based …

    njit Repository record for Structural health monitoring of bridges using wireless sensor networks (opens in a new tab)

  10. A framework towards the design of more sustainable concrete structures

    … of this study is the development of a novel framework for the design of reinforced concrete (RC) structures which aims at ensuring that future RC structures have the lowest possible carbon footprint, energy use and impact on the environment. The key focus of the study is on structural design …

    cape-town Repository record for A framework towards the design of more sustainable concrete structures (opens in a new tab)

  11. Performance-based earthquake engineering with the first-order reliability method

    … and second, the seismic risk assessment of reinforced concrete structures for performance states such as, collapse and monetary loss. In the first area, the uncertainties arising from inherent randomness (“aleatory uncertainty”) and due to the lack of knowledge (“epistemic uncertainty”) are …

    ubc Repository record for Performance-based earthquake engineering with the first-order reliability method (opens in a new tab)

  12. Multiple earthquake effects on degrading reinforced concrete structures

    … was not provided due to the short time frames between the successive shaking. In most failure cases the reported damage is mainly due to dramatic loss of stiffness and strength of structural elements as a result of material deterioration under repeated earthquake loadings. Deterioration …

    uiuc Repository record for Multiple earthquake effects on degrading reinforced concrete structures (opens in a new tab)

  13. Ductility demands of filtered earthquakes on reinforced concrete frames

    … earthquakes. Inelastic, time-step analyses of reinforced concrete frames and shear walls, designed in accordance with the Canadian codes, showed that filtered earthquakes caused more cycles into the inelastic range than unfiltered earthquakes, probably as a direct result of the longer duration …

    ubc Repository record for Ductility demands of filtered earthquakes on reinforced concrete frames (opens in a new tab)

  14. Polyfunkční dům v Pelhřimově

    Diplomová práce řeší projekt novostavby polyfunkčního domu v Pelhřimově. Objekt je tvořen čtyřmi nadzemními a jedním podzemním podlažím. V prvním nadzemním podlaží se nachází komerční prostory. Tyto prostory jsou tvořeny cestovní kanceláří, prodejnou pečiva, knihkupectvím a prodejnou sportovních …

    brno-tech Repository record for Polyfunkční dům v Pelhřimově (opens in a new tab)