[go: up one dir, main page]

Tolani et al., 2016 - Google Patents

Effectiveness of base isolation technique and influence of isolator characteristics on response of a Base isolated building

Tolani et al., 2016

View PDF
Document ID
478180630548612893
Author
Tolani S
Sharma A
Publication year
Publication venue
American Journal of Engineering Research

External Links

Snippet

This study concerns with the seismic response comparison of a fixed base building with a base isolated building and parametric study of a base isolated building. The structural system considered for analysis is a three storey reinforced concrete building, which is …
Continue reading at www.academia.edu (PDF) (other versions)

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/023Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • E04H9/028Earthquake withstanding shelters
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • E04H2009/026Anti-seismic devices with hydraulic or pneumatic damping
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING ENGINES OR PUMPS
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F1/00Springs
    • F16F1/36Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
    • F16F1/40Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers consisting of a stack of similar elements separated by non-elastic intermediate layers

Similar Documents

Publication Publication Date Title
Tolani et al. Effectiveness of base isolation technique and influence of isolator characteristics on response of a Base isolated building
Jangid et al. SEISMIC BEHAVIOUR OF BASE-ISOLATED BUILDINGS: A STATE-OF-THE ART REVIEW.
Shrimali et al. A comparative study of performance of various isolation systems for liquid storage tanks
Soneji et al. Effectiveness of seismic isolation for cable-stayed bridges
Mondal et al. Performances of various base isolation systems in mitigation of structural vibration due to underground blast induced ground motion
Nassani et al. Seismic base isolation in reinforced concrete structures
Sharma et al. Performance of variable curvature sliding isolators in base‐isolated benchmark building
Arathy et al. Analysis of friction pendulum bearing isolated structure
Islam et al. Simplified design guidelines for seismic base isolation in multi-storey buildings for Bangladesh National Building Code (BNBC)
Ahmad et al. State-of-art-review: Latest advancements in seismic isolation of structures
Ribakov Reduction of structural response to near fault earthquakes by seismic isolation columns and variable friction dampers
Kaptan Seismic base isolation and energy absorbing devices
Avinash et al. Review on base and inter storey seismic isolation systems for high rise buildings
Chougule et al. Seismic soil structure interaction of buildings with rigid and flexible foundation
Kuang-Yen et al. Parametric study on performance of bridge retrofitted by unseating prevention devices
Kalantari et al. Investigation of Base-isolator type selection on seismic behavior of structures including story drifts and plastic hinge formation
Wankhade Performance analysis of RC moment resisting frames using different rubber bearing base isolation techniques
Vatanshenas et al. The effect of seismic isolation on the response of bridges
Ishii et al. Seismic response analysis of seismically isolated buildings with multilayered elastomeric bearings considering rocking behavior
Park et al. Effects of seismic isolation bearing with sliding mechanism on the response of bridge
Neethu et al. Influence of passive isolator parameters on seismic response control of multi-span bridges
Xiong et al. Parametric study on the Multangular-Pyramid Concave Friction System (MPCFS) for seismic isolation
Tong et al. Seismic Damage study of asymmetric continuous rigid frame bridge based on nonlinear time history analysis
Sabamehr et al. Investigation of the different types of seismic base isolators for a continuous box girder bridge
Mallikarjun et al. A Study on Dynamic Response of High-Rise Buildings using Lead Rubber Bearing Isolator