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Showing 1 to 20 of 40 for “"earthquake loading"”.

  1. Embankment performance under earthquake loading

    … of a functioning network is heightened in a post-earthquake situation. More stress is placed on road networks to provide transportation for rescue, repair, and relief teams. Roads, approaches, and embankments represent significant elements in the transportation network. Understanding the …

    uiuc Repository record for Embankment performance under earthquake loading (opens in a new tab)

  2. Non-linear analysis of building frames for earthquake loading.

    Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1970. Ph.D.

    mit Repository record for Non-linear analysis of building frames for earthquake loading. (opens in a new tab)

  3. Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading

    … the program was to investigate the influence of loading history, thus the column specimens were subjected to several large displacement loading protocols, including monotonic and uniaxial and biaxial cyclic loading protocols. The last overall goal of the program was to investigate the post-peak …

    umn Repository record for Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading (opens in a new tab)

  4. 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)

  5. Performance of Reinforced Concrete Edge Beam -Column -Slab Connections Subjected to Earthquake Loading

    "In seismic analysis of MRFs, beam-column connections are often modeled with rigid joint zones. However, it has been demonstrated that, in ductile RCMRFs designed based on current codes (to say nothing of older non-ductile frames), the joint zones are in fact not rigid, but rather undergo …

    uiuc Repository record for Performance of Reinforced Concrete Edge Beam -Column -Slab Connections Subjected to Earthquake Loading (opens in a new tab)

  6. The influence of cementation on liquefaction resistance of sands

    … when they are saturated and subjected to earthquake shaking. Considerable study has been directed towards this subject over the past 20 years in recognition of the possibility of large-scale property damage or loss of life due to this type of failure. Recent evidence has shown that small …

    vt Repository record for The influence of cementation on liquefaction resistance of sands (opens in a new tab)

  7. Stochastic Seismic Performance Evaluation of Buildings

    … various levels of damage or become unsafe due to earthquake loading during its lifetime. Uncertainties in the dynamic analysis associated with both the loading and the prediction of the structural response are considered.

    uiuc Repository record for Stochastic Seismic Performance Evaluation of Buildings (opens in a new tab)

  8. Seismic response of transformer bushing systems and their rehabilitation using frictional pendulum system

    … power transformers and their attachments under earthquake loading. It begins with the description of the transformers, attached bushings, and some typical examples of substation failures in earthquake loading. This is followed by the development of finite element model of three different sizes …

    njit Repository record for Seismic response of transformer bushing systems and their rehabilitation using frictional pendulum system (opens in a new tab)

  9. Seismic analysis of a large size underground cavern

    … are generally assumed to be much safer to earthquake loading, compared to above surface structures. However, many large underground structures have witnessed great damage in recent earthquakes. Thus underground structures in earthquake prone zones should be designed to withstand both static …

    poli-torino Repository record for Seismic analysis of a large size underground cavern (opens in a new tab)

  10. An Analytical Study of the Interaction of Frames and Infill Masonry Walls

    … of frames, although properly designed to resist earthquake loading when acting alone, being severely damaged due to the presence of infill masonry walls acting in the plane of the frame. In this study a nonlinear dynamic model to study the behavior of frames infilled by masonry walls has been …

    uiuc Repository record for An Analytical Study of the Interaction of Frames and Infill Masonry Walls (opens in a new tab)

  11. Damping and flexural properties of prestressed concrete members subjected to reversed cyclic loading

    … the problem of using prestressed concrete for earthquake resistant structures, and examines the "equivalent viscous damping" approach to the measurement of structural damping. Part two describes the reversed cyclic testing of prestressed concrete members: end moments were applied to the members …

    auckland-ms Repository record for Damping and flexural properties of prestressed concrete members subjected to reversed cyclic loading (opens in a new tab)

  12. Quick methods of analysing earthquake forces on viaduct bridges having continuous decks and tall piers

    … available methods of calculating the effects of earthquakes on viaduct-type bridges with continuous decks and tall piers are examined. Particular emphasis is laid on the use of a relatively quick method of analysis using response spectra and taking account of the effects of damping. The use of …

    cape-town Repository record for Quick methods of analysing earthquake forces on viaduct bridges having continuous decks and tall piers (opens in a new tab)

  13. Study of base isolation systems

    … fixed base and base isolated schemes to severe earthquake excitations. Techniques for modeling the superstructure and the isolation system are also described. Elastic time-history analyses were carried out using comprehensive finite element structural analysis software package SAP200. Time …

    mit Repository record for Study of base isolation systems (opens in a new tab)

  14. The impact of high frequency/low energy seismic waves on unreinforced masonry

    Traditionally, the high frequency components of earthquake loading are disregarded as a source of structural damage because of their small energy content and because their frequency is too high to resonate with the natural frequencies of structures. This thesis argues that higher frequency waves …

    mit Repository record for The impact of high frequency/low energy seismic waves on unreinforced masonry (opens in a new tab)

  15. Time history analysis of axial forces (Pass Through Forces) at joints in a braced frame

    … will be used to find precise values under earthquake loading. The results are compared with two traditional methods of finding pass through forces, and the best approach is identified.

    mit Repository record for Time history analysis of axial forces (Pass Through Forces) at joints in a braced frame (opens in a new tab)

  16. Design optimization of cable-stayed bridges

    … the analyses of ten different 3D models under earthquake loading. The numerical results of the analyses form the basis for the optimization of the bridges' designs. This study has indicated that for the specific design examined, the optimum cable spacing is: 13.2m and 12.39m for equivalent …

    mit Repository record for Design optimization of cable-stayed bridges (opens in a new tab)

  17. Seismic retrofitting of deficient Canadian buildings

    … As a result, these structures are vulnerable to earthquake loadings and are in urgent need of repair and retrofit. This thesis provides a literature review of the vulnerability of Canadian infrastructures built prior to the development of seismic design provisions in actual codes of practice and …

    mit Repository record for Seismic retrofitting of deficient Canadian buildings (opens in a new tab)

  18. Seismic Behavior of Simcon-Jacketed High Strength Lightweight Aggregate Fiber Reinforced Concrete Filled Steel Tube Column Members

    Earthquake resistant structures and structures deteriorated due to earthquake and lack of durability inspired engineers to develop novel structural systems. During the recent decades advanced fiber reinforced cementitious composites such as High-Performance Fiber Reinforced Concretes (HPFRCs) have …

    ncsu Repository record for Seismic Behavior of Simcon-Jacketed High Strength Lightweight Aggregate Fiber Reinforced Concrete Filled Steel Tube Column Members (opens in a new tab)

  19. Optimal damping for a suspended structure under lateral loading

    … input on a suspended structure due to lateral loading. The specific building examined is the suspended structure that was designed by Structures Group A for the purpose of the Master of Engineering High Performance Structures Group Project, Spring, 1998. Specifically, the effect on the building …

    mit Repository record for Optimal damping for a suspended structure under lateral loading (opens in a new tab)

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