Analysis and modelling of the seismic behaviour of high ductility steel-concrete composite structures
Author: Ph.D student: Eng. Fabio Ferrario | Size: 20.3 MB | Format:PDF | Quality:Unspecified | Publisher: Dipartimento di Ingegneria Meccanica e Strutturale Facoltà di Ingegneria | Year: 2004 | pages: 263
In this thesis theoretical, experimental and numerical aspects and applications concerning the seismic behaviour of high ductility steel-concrete composite structure are analysed. The interest has been focused on the capability of framed structures to dissipate seismic energy by means of inelastic deformations. The basic design parameter in this approach is the ductility that should be considered as a conceptual framework in the Performance-Base Seismic Engineering (PBSE). PBSE has been developed encompassing the full range of seismic engineering issues to be referred to design of structures for predictable and controlled seismic performance within establishedlevels of risk.The attention has been focalised on different solutions of steel and steel-concrete composite beam-to-column joints assuring the necessary ductility that can be obtained not only through careful study of building morphology, structural schemes and construction details, but also through the rational use of materials. Three specific and related topics have been analyzed and detailed analyses and experimental tests on substructures have been performed in order to ensure large inelastic deformations and the necessary energy dissipation under earthquake strong motion. The results aiming at qualifying the dissipative and rotational capacities of a particular typology of beam-to-column joints are then illustrated and discussed. The objective of this study is to provide designers with precise rules regarding constructional solutions suitable to each scheme and to the associated design methodologies necessary for evaluating their performances.
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Nonlinear Static Analysis to Assess Seismic Performance and Vulnerability of Code - Conforming RC Buildings
Author: A. CINITHA.A , P.K. UMESHA , NAGESH R. IYER | Size: 1.4 MB | Format:PDF | Quality:Unspecified | Publisher: WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS | Year: 2012 | pages: 10
The seismic zone map of Indian subcontinent emphasis that more than 60% of land is under severe
to moderate earthquake and approximate hábitat requirement is 2025 lakhes of buildings in each year. The
adequacy of post occupancy of buildings after an earthquake is highly demanded. This paper investigates
seismic performance and vulnerability analysis of 4storey and 6storey codeconforming (IS: 4562000, Indian
standard for plain and reinforced concrete code and IS: 18932002, Indian standard criteria for earthquake re
sistant design of structures) reinforced concrete (RC) buildings. The buildings are designed for two different
cases such as ordinary moment resisting frame (OMRF) and special moment resisting frame (SMRF). The non
linear static analysis (pushover analysis) is used to capture initial yielding and gradual progressive plastic be
haviour of elements and overall building response under seismic excitations. The deformation characteristics of
structural elements are essential to simulate the plastic hinge formation in the process of generation of capacity
curve during the pushover analysis. An analytical procedure is developed to evaluate the yield, plastic and ulti
mate rotation capacities of beams and columns along with different plastic hinge lengths. In the present study,
user defined plastic hinge properties of beams and columns are modeled using analytical expressions developed
based on Eurocode 8 and incorporated the same in pushover analysis using SAP2000. The nonlinear static
analysis is carried out for load patterns proportional to fundamental mode. The analysis gives an estimate of
seismic capacity of the structural system and its components based on its material characteristics and detailing
of member dimensions. A 100% dead load plus 50% live load is applied prior to the lateral load in the push
over analysis. The building performances are assessed with the capacity curve generated. Performance levels
are used to describe the limiting damage condition, which may be considered satisfactory for a building under
specific earthquake. The performance levels are expressed in terms of target displacement, defined by limiting
values of roof drift, as well as deformation of structural elements. The three performance levels considered in
the present study are immediate occupancy, life safety and collapse prevention. The vulnerability of the build
ings is estimated in terms of vulnerability index to assess the performance of the building.
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EFFECTIVE STRESS ANALYSIS OF SEISMIC SITE RESPONSE
Author: JEAN H. PREVOSTt | Size: 0.54 MB | Format:PDF | Quality:Unspecified | Publisher: INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYI'ICAL METHODS IN GEOMECHANICS, VOL. 10, | Year: 1986 | pages: 13
A procedure is presented which allows site response analyses to be performed with any general
multidimensional finite element analysis package. Numerical results which corroborate the theory presented. Aiso, as an illustration of the procedure, results of an effective stress analysis for the seismic
response and liquefaction of a horizontally layered saturated sand deposit are presented.
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Author: Nikolaos ARGYRIOU , Olga-Joan KTENIDOU , Maria MANAKOU , Pashalis APOSTOLIDIS , Francisco J. CHAVEZ GARCIA , Kyriazis PITILAKIS | Size: 0.74 MB | Format:PDF | Quality:Unspecified | Publisher: 4th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 Paper No. 1659 | Year: 2007 | pages: 17
This paper presents a numerical study of the seismic response of ancient columns. The multidrum
column analysed here corresponds to the Hellenistic portico of Lindos acropolis. This
structure was modelled using a finite element model, which also included its base. The
simulations were made in three dimensions. Extensive time domain parametric analyses were
performed in order to examine the behaviour of the column subjected to seismic motion
having different values of peak ground acceleration. The seismic input used consisted of
horizontal components of three earthquakes, with different frequency content. Three different
systems connecting the drums of the column are analysed in order to examine their influence
on the seismic response of the column. Our study takes into account the complex behaviour of
the structure with the aim to determine the PGA value that is the threshold before its collapse.
Finally, we present a procedure to estimate the dominant period of a monolithic, a multidrum,
and two multidrum columns connected with an architrave from microtremors
measurements. The results of the microtremor measurements are compared with the
numerical simulations to assess the effectiveness of the procedure. Our results show that
microtremor measurements are useful to estimate the modal shapes of ancient columns.
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SEISMIC ANALYSIS OF RETAINING WALLS, BURIED STRUCTURES, EMBANKMENTS, AND INTEGRAL ABUTMENTS
Author: Husam Najm, Assistant Professor Suhail Albhaisi, Graduate Research Assistant Hani Nassif, Associate Professor Parham Khoshkbari, Graduate Research Assistant Nenad Gucunski, Professor | Size: 3.1 MB | Format:PDF | Quality:Unspecified | Publisher: Dept. of Civil & Environmental Engineering Center for Advanced Infrastructure & Transportation (CAIT) Rutgers, The State University Piscataway, NJ 08854-8014 | Year: JULY 2005 | pages: 160
The authors wish to acknowledge the support of the personnel from the New Jersey Department of Transportation (NJDOT). In particular the authors would like to thank Mr. Anthony Chmiel, Research Project Manager and Mr. Nicholas Vitillo, Manager of NJDOT Bureau of Research for their support and constructive comments. The authors also would like to thank Mr. Harry Capers of the NJDOT Office of Transportation Safety and Mr. Jose Lopez and Ms Hannah Cheng of the NJDOT Bureau of Structural Engineering for their technical support and helpful suggestions and comments throughout this research. The authors also would like to thank Rutgers graduate students Ozgur Bezgin, Hashem Khasawneh, and Sardar Nabi, and for their work on this project. The financial support of this project was provided by the State of New Jersey Department of Transportation (NJDOT) and the Federal Highway Administration (FHWA). Mr. Anthony Chmiel was the NJDOT Research Project Manager. Drs. Husam Najm, Hani Nassif, and
Nenad Gucunski from Rutgers University were the project Principal Investigators
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Nonlinear Seismic Response Analysis of Realistic Gravity Dam-Reservoir Systems
Author: P.G. Asteris, A.D. Tzamtzis | Size: 0.4 MB | Format:PDF | Quality:Unspecified | Publisher: International Journal of Nonlinear Sciences and Numerical Simulation 4(2003) 329-338 | Year: 2003 | pages: 10 | ISBN: Freund Publishing House Ltd
A methodology for the earthquake response analysis of concrete gravity dam-reservoir systems is
presented, giving emphasis at the development of an appropriate nonlinear model capable of reproducing the
effects on response of all the forms of nonlinearities present in a realistic system. The numerical simulation of
the displacement response history of a real-life system to a known seismic excitation has been performed
using the finite element method and specially developed interface elements have been employed to model the
discontinuities of the structure. The results obtained demonstrate that the earthquake response of the system is
significantly affected by the behaviour at the interfaces between contacting materials.
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Article/eBook Full Name: Numerical Structural Analysis: Methods, Models and Pitfalls
Author(s): Anatoly Perelmuter, Vladimir Slivker
Edition: Foundations of Engineering Mechanics
Publish Date: 2003
ISBN: 978-3540006282
Published By: Springer
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BUILDING SEISMIC FRAGILITIES USING RESPONSE SURFACE METAMODELS
Author: Peeranan Towashiraporn | Size: 3 MB | Format:PDF | Quality:Unspecified | Publisher: Georgia Institute of Technology | Year: August 2004 | pages: 255
Building fragility describes the likelihood of damage to a building due to random ground motions. Conventional methods for computing building fragilities are either
based on statistical extrapolation of detailed analyses on one or two specific buildings make use of Monte Carlo simulation with these models. However, the Monte Carlo
technique usually requires a relatively large number of simulations in order to obtain a sufficiently reliable estimate of the fragilities, and it quickly becomes impractical to simulate the required thousands of dynamic time-history structural analyses for physics- based analytical models.
An alternative approach for carrying out the structural simulation is explored in this work. The use of Response Surface Methodology in connection with the Monte Carlo simulations simplifies the process of fragility computation. More specifically, a response surface is sought to predict the structural response calculated from complex dynamic analyses. Computational cost required in a Monte Carlo simulation will be significantly reduced since the simulation is performed on a polynomial response surface function, rather than a complex dynamic model. The methodology is applied to the fragility computation of an unreinforced masonry (URM) building located in the New Madrid Seismic Zone. Different rehabilitation schemes for this structure are proposed and evaluated through fragility curves. Response surface equations for predicting peak drift are generated and used in the Monte Carlo simulation. Resulting fragility curves
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Performance-based seismic evaluation of the Icon Hotel in Dubai, United Arab Emirates
Author: Farshad Berahman | Size: 5.3 MB | Format:PDF | Quality:Unspecified | Publisher: THE STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS Struct. Design Tall Spec. Build. (2010) Published online in Wiley Online Library (wileyonlinelibrary.com). DOI: 10.1002/tal.688 | Year: 2010 | pages: 27
The Icon Hotel, which is part of the Dubai Promenade in Dubai, is a new waterfront development and represents cutting edge architecture. This building has a unique ‘donut shape’ with signifi cant design and buildability challenges in the fi eld of structural engineering. The wheel shape tower is 160 m high with an external diameter of 165 m, an internal diameter of 78 m and a depth of 35 m. It was designed to accommodate hotel and residential occupancies. The building’s primary structural system is composed of two concrete core walls placed 96 m apart on either side and partially coupled by mega steel trusses at upper mechanical fl oor as well as long-span steel arches located at the top to accommodate the required shape of the building. This paper presents the structural engineering design approach used to evaluate the seismic behaviour of this building by implementing performance-based design methodology. The analysis results show that the building will behave in a desired manner during future anticipated earthquakes.
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Author: ISHAN JYOTI SHARMA | Size: 1.8 MB | Format:PDF | Quality:Unspecified | Publisher: Department of Civil Engineering National Institute of Technology, Rourkela | pages: 72
Major seismic events during the past decade such as those that have occurred in
Northridge, Imperial Valley (May 18, 1940), California (1994), Kobe, Japan (1995),
Turkey (1999), Taiwan (1999) and Bhuj, Central Western India (2001) have
continued to demonstrate the destructive power of earthquakes, with destruction of
engineered buildings, bridges, industrial and port facilities as well as giving rise to
great economic losses. Among the possible structural damages, seismic induced
pounding has been commonly observed in several earthquakes. As a result, a
parametric study on buildings pounding response as well as proper seismic hazard
mitigation practice for adjacent buildings is carried out. Therefore, the needs to
improve seismic performance of the built environment through the development of
performance-oriented procedures have been developed. To estimate the seismic
demands, nonlinearities in the structure are to be considered when the structure enters
into inelastic range during devastating earthquakes. Despite the increase in the
accuracy and efficiency of the computational tools related to dynamic inelastic
analysis, engineers tend to adopt simplified non-linear static procedures instead of
rigorous non-linear dynamic analysis when evaluating seismic demands. This is due
to the problems related to its complexities and suitability for practical design
applications. The push over analysis is a static, nonlinear procedure that can be used
to estimate the dynamic needs imposed on a structure by earthquake ground motions.
This project entitled “Seismic Pounding Effects in Buildings.” aims at
studying seismic gap between adjacent buildings by dynamic and pushover analysis
in SAP2000. A parametric study is conducted to investigate the minimum seismic
pounding gap between two adjacent structures by response Spectrum analysis for
mediu m soil and Elcentro Earthquake recorded excitation are used for input in the
dynamic analysis on different models.. The effect of impact is studied using linear
and nonlinear contact force on models for different separation distances and
compared with nominal model without pounding consideration. Pounding produces
acceleration and shear at various story levels that are greater than those obtained
from the no pounding case, while the peak drift depends on the input excitation
characteristics. Also, increasing gap width is likely to be effective when the
separation is sufficiently wide practically to eliminate contact. The results of
pushover analysis viz. pushover curves and capacity spectrum for three different
lateral load patterns are observed to study the effect of different lateral load pattern on
the structural displacement to find out minimum seismic gap between buildings.
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