Two momentresisting steel frame buildings are analyzed to evaluate the structural responses under dynamic excitations. Under earthquake excitation, the lead yields and gives control to the rubber to accommodate large displacement. Staad pro v8i selectseries 5 official reference manual. Base isolation, hdrb, nonlinear time history analysis, sap2000 introduction. Abstractseismic isolation systems can be modeled in various structural analysis programs using nonlinear or equivalent linear properties of. Responsespectrum analysis provides insight into dynamic behavior by measuring pseudospectral acceleration, velocity, or displacement as a function of.
Nonlinear dynamic analysis for multistorey rc structures. Research paper excel spreadsheet for design of lead rubber bearing uses for seismic isolation of bridges chauhan kalpesh m. Finite element analyses of seismically isolated buildings with variable geometric configurations. Chapter 11 of guide to the application of the 2000 nehrp. Earthquake analysis of structure by base isolation. In some cases, a lead cylinder is installed in the center of the bearing to. A 3d pm2m3 interaction surface is considered for the tower section. Lead core rubber bearings lrb lead core rubber bearings lrb consists of a laminated rubber and steel bearing with steel flange plates for mounting to the structure. U3 directional properties coupled bidirectional boucwen mechanical properties calculate from bearing properties see constantinou et al. Finite element analyses of seismically isolated buildings. A comparative study of base isolation devices in light rail transit. The implementation, including input arguments and capability and limitations of these user elements are presented. Engineering and manufacturing damping mechanics research damping physics geodynamics natural rubber analysis mechanical properties regression analysis. The isolator1 property of the sap2000 nllink element can be used to model a biaxial.
Element type compression only tension only gap hook viscoelastic damper hysteretic system lead rubber bearing isolator friction pendulum system isolator cable general beam tapered beam plane stress plane strain wall inplane, outofplane bending plate. Their potential in different engineering fields is still only partially explored. In wash rack areas, joints should be minimized by use of. Many buildings and bridges, both in new zealand and elsewhere, are protected with lead dampers and lead and rubber bearings. Pdf a study on the seismic isolation systems of bridges. The seismic isolation of a nuclear power plant is scheduled to be applied to the mat foundation at the lower part of the containment and auxiliary buildings as a ninuclear island sector. A study on the seismic isolation systems of bridges with.
For that reason the lead must fit tightly in the elastomeric bearing, and this is achieved by. Sap2000 user manual, computer andstructure, inc, berkeley, ca, usa 2010. A study on the seismic isolation systems of bridges with lead rubber bearings. Create 2 nodes above the base support to represent the base isolator. The aim of this study is the use of high density rubber bearing hdrb and friction pendulum system.
Design and analysis of tall and complex structures feng. Seismic fragility curves of bridge piers accounting for. Performance evaluation of momentresisting steel frame. The conclusions showed the good potential of the leadrubber isolators. Research paper excel spreadsheet for design of lead. Soil springs stiffness properties are not degradation with pushover load curve. General the bridge design manual consists of one volume with each chapter organized as follows. The paper succeeded to present the ssi effects of nonlinear pushover. Responsespectrum analysis rsa is a lineardynamic statistical analysis method which measures the contribution from each natural mode of vibration to indicate the likely maximum seismic response of an essentially elastic structure.
Fiber analysis various type of mass seismic design strong column weak beam design as per aci318 capacity design as per en199211. Geotechnical engineers portable handbook, second edition. Multiple regression modeling of natural rubber seismic. Dampers lead rubber bearing isolator friction pendulum system isolator viscoelastic damper hysteretic system damper. This video show step by step of time history analysis of base isolated building. Buttressed core system, diagrid system, tube system, tensile structures and offshore structures etc. Study of seismic control systems on the behaviour of. Csi analysis reference manual for sap2000, etabs and safe, 2005. The division of engineering services des is the lead project delivery organization for the design, construction, and oversight of bridge and other transportation structures. Performance assessment of lead rubber bearing system and triple friction pendulum system at piuras hospital, in peru conference paper pdf available february 2017 with 657 reads how we. Design of base isolation system for buildings by taichieh wu bachelor of science in civil engineering.
The foundation report will include the allowable soil bearing value, minimum depth to the base of footing, depth of the groundwater table, special foundation. Research paper excel spreadsheet for design of lead rubber. Des is a comprehensive, multidisciplinary engineering organization committed to providing our clients with quality products and services in a timely manner. We aim to close the gap to the industry by improving the awareness about latest trends in civil engineering.
Structural elements models are including linear foundation springs modeling, and nonlinear rc piers modeling. Kim d k, yi j h, seo h y and chang c h 2008 earthquake risk assessment of seismically isolated extradosed bridges with lead rubber. Pdf performance assessment of lead rubber bearing system. Lead rubber bearings lrb are defined in sap2000etabs using the rubber isolator link element isolator 1 in etabs. Advanced mathematical models of elastomeric seismic isolation bearings, namely the low damping rubber bearing ldr and the leadrubber lr bearing, were implemented in opensees, abaqus and lsdyna to enable crossplatform usage. Dec 29, 2015 seismic isolation using low damping rubber ldr and leadrubber lr bearings is a viable 2. It was a uniaxial test in which the bearing was also under a full structure load. One popular seismic isolation system is the leadrubber bearing system shown in figure 311. American association of state highway and transportation officials aashto guide. How to model base isolator lead rubber bearing in etabs for. Report by journal of civil engineering and management. A parametric study is conducted to investigate the effect of lead rubber bearing lrb isolator and ground motion characteristics on the response of seismic isolated bridges. Lead rubber bearing lrb are the laminated rubber bearing containing one or more lead plugs to deform in shear. Modeling of lead rubber bearings via 3d basis, sap2000.
Study of seismic control systems on the behaviour of industrial storage racks by samin sorourian a thesis submitted for the fulfilment of the requirements for the degree of. You can link directly to any forum, thread, faq, or link page from the posts and faqs you submit. The bridge design manual takes precedence where conflict exists with the aashto specifications. Astm international, formerly known as the american society for testing and materials astm, is a globally recognized leader in the development and delivery of international voluntary consensus standards. Many such largescale tanks are located in regions with high seismicity. Detailed explanations of widely used programs in current design practice, such as sap2000, etabs, ansys, and rhino modelling case studies for all types of tall buildings and complex structures, such as.
Civilax is the knowledge base covering all disciplines in civil engineering. The dynamic properties of high damping rubber bearings tend to be strongly. Dissipations capacity study of leadrubber bearing system in. Read geotechnical engineers portable handbook, second edition by robert w. It is very soft laterally but very stiff vertically. One solution is to use palm oil clinker poc, which is eliminated in large quantities in the dumps and rivers without taking advantage of its puzolanic, binding and resistance properties as an aggregate in the concrete. Robinson and tucker invented leadrubber bearing lrb. Invention of lead rubber bearing lrb and high damping rubber bearing hdrb gives a new dimension to the seismic base isolation design of base isolated structure5. Sap2000 is the finite element that is used in simulation of nonlinear super structure and soil structure interaction by linear springs. Example of application of response history analysis for. Publications, world academy of science, engineering and technology.
Therefore, torsion effect, p8 effect and finally, the performance of base. No need to provide nonlinear property of isolator in rsa, it is needed in fna. Use these reference numbers in your posts and faqs to point readers to other areas of the site. Responsespectrum analysis technical knowledge base. These properties are useful in response spectrum, multimode analysis. The properties peculiar to pentamode metamaterials lead them to be suitable for many applications, such as transformation acoustics and elastomechanical cloak refer, e. Ninety percent of our isolators have an energy dissipating lead core.
Base isolation method using lead rubber bearing, master of technology in structural engineering, thesis, national institute of technology, rourkela. The failure criteria for the box girder and tower are defined as a series of plastic hinges with different properties for the frame elements. Lead rubber bearing properties in sap2000 input your data in input sheet and get outputs in sap2000 sheet. How to model base isolator lead rubber bearing in etabs. Dissipations capacity study of leadrubber bearing system. Seismic isolation retrofitting solution for an existing. Csi analysis reference manual 2011, for sap2000, etabs, safe and csibridge. Dynamic analysis of lrb seismic isolator for nuclear power. Read example of application of response history analysis for seismically isolated curved bridges on drilled shaft with springs representing soil, soil dynamics and earthquake engineering on deepdyve, the largest online rental service for scholarly research with thousands of academic publications available at your fingertips. Lead rubber bearings lrb are defined in sap2000etabs using the rubber. The video 28 shows a lead rubber bearing being tested at the ucsd caltranssrmd facility. Publications world academy of science, engineering and. Leadrubber bearing and fluid viscous dampers subjected to earthquake ground motions and underground blastinduced vibrations.
Bridge design manual lrfd 12 txdot 012020 chapter 1 about this manual section 1 introduction section 1 introduction implementation load and resistance factor design lrfd is a design methodology that makes use of load and resistance factors based on the known variability of applied loads and material properties. This hybrid system of rubber and sliding bearings was referred to as a resilient sliding isolation system because it provided a restoring force. The isolation design of a bridge with lead rubber isolators primarily involves the determination of the properties of the isolators themselves. Earthquake engineering wikimili, the free encyclopedia.
The paper is an attempt to evaluate the efficiency of passive control techniques such as base isolation system e. Seismic vulnerability assessment of liquid storage tanks. Eigenvalue and response spectrum analysis were performed in program sap2000 8. This paper concerns an examination of the seismic response of multistorey steel building fitted with leadrubber baseisolation system using a 3d numerical investigation. Crossplatform implementation, verification and validation. Pdf effect of lead rubber bearing characteristics on the. Through 143 technical standardswriting committees, astm serves many diverse industries providing a forum for producers, users, ultimate consumers, and those having a general interest representatives of government and academia to meet on common ground and write standards for materials, products, systems, and services. A three dimensional finite element of nonlinear pushover analysis for short span reinforced concrete rc bridge with circular piers cross section is modeling to present effects of soil structural interaction ssi. The lead in the bearing deforms physically at a flow stress of 10 mpa, providing the bearing with bilinear response.
The bridge is modeled and analyzed using sap2000 finite element software. The following properties of the isolators need to be determined to complete the design so that the bearings can be ordered from the manufacturer. Structural analysis program, sap2000 user manual, computer. Each forum, thread, faq and link page is labeled with a reference number such as. The study was carried out to establish the probability density function of some selected building construction projects of similar complexity delivered using bill of quantities bq and lump sum ls forms of contract, and to draw a reliability scenario for each form of contract. Why midas gen earthquake engineering beam structure. Liquidfilled tanks are effective storage infrastructure for water, oil, and liquefied natural gas lng. Multiple regression modeling of natural rubber seismicisolation systems with supplemental viscous damping for nearfield ground motion. Therefore, very frequently base isolation technology has to be adopted to reduce the dynamic distress of storage tanks, preventing the structure from typical modes of failure, such as elephantfoot buckling, diamond. As an example of the nonlinear dynamic behavior of the lead rubber bearing devices subject to the seismic actions, we have investigated the hysteretic cycles of the lead rubber bearing lrb n. Soil structure interaction effects on pushover analysis of. There are many other studies in the field of seismic isolation devices application for bridges and among them the following can be mentioned ghobarah and ali 1988, choi et al. Etabs 2015 tutorial 5 response spectrum analysis using is 1893part12002. In this system, the lead core restricts the structure displacement under normal loads nonseismic.
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