Building project

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Contents 1 Building Design 1.1 Design 1.2 Mitigation 2 External links 3 See Also

[edit] Building Design

[edit] Design

All kinds of structures are projected according to two strain conditions: static and dynamic. The static ones are tied to the structure’s dead loads added to the so-called accidental loads (of people, furniture, etc.), the dynamic ones are tied to the natural and artificial movements (earthquake and wind) the structure can sustain during its life cycle. The parameters which characterize structure dynamics are tied to the geometry of the building and to the physical and mechanic properties of its composition. The parameters are:

- The fundamental frequency of vibration (f) and the respective oscillation period (T=1/f) (see oscillation frequency);

- The equivalent dumping coefficient (neq);

- The mode shape (the way in which the structure buckles);

The first parameter varies according to the structure stiffness; very tall and then very flexible buildings as skyscrapers (low oscillation frequencies) oscillate slowly with respect to lower and squat buildings, and according to the building mass. The second parameter takes into account all the dissipation phenomena tied to the viscosity of materials and to friction phenomena. The mode shape describes the way of deformation which the structure is subjected to during the seismic event, and highlights whether or not the structures presents a good seismic behavior.

[edit] Mitigation

By monitoring the response of structures subject to earthquakes and by applying new knowledge and technologies, scientists and engineers continuously develop design and repair techniques on buildings, so that their ability to control the earthquake effects will grow. In order to reduce the destructive effects of earthquakes both on new-built buildings and especially on older ones, there exist some seismic adjustment techniques, with the aim of reducing the strain effects that earthquake causes. These techniques can be divided into two different categories: Base isolation: it is aimed to untie the ground-foundation system, so that the structure can be seen as it is “floating” on the ground during the seismic event, thus reducing the strains.

Dissipation systems: there exist various types of dissipation systems, but they all have in common the effect of increasing the previously seen viscous dissipation coefficient of the structure. The better known base isolation technique consists of inserting some special equipment (isolator (building design)) in the proximity of foundations. This equipment offers a high stiffness for vertical loads so that the structure is not subject to sinking, while offering a low stiffness for horizontal ones, which are peculiar of seismic events. This way all seismic effects are absorbed by the equipment, whereas the structure is subject to low oscillations and consequently to low strains.

The dissipation systems (dissipator (building design)) are made by a series of devices inserted on the inside of the building frame using different techniques, with the aim of slowing down the structure oscillation and dispelling seismic energy.

[edit] External links

• To go into the oscillation phenomena and their characterizing parameters issue
• Do you like to watch at some animations of mechanical vibrations subjected to particular loads?
• Build your own model buildings and verify their behavior in the case of earthquake
• Click here to see how you can adopt new design strategies in order to protect structures from earthquakes
• Close examinations about all types and effects of isolation systems
• Close examinations about dissipation systems

[edit] See Also

• Seismic analysis

by Strago srl - Pozzuoli (NA), Italy