Nonlinear Three-dimensional Behavior of Shear-wall Dominant Reinforced Concrete Building Structures PDF Download
Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Nonlinear Three-dimensional Behavior of Shear-wall Dominant Reinforced Concrete Building Structures PDF full book. Access full book title Nonlinear Three-dimensional Behavior of Shear-wall Dominant Reinforced Concrete Building Structures by Can Balkaya. Download full books in PDF and EPUB format.
Author: Can Balkaya
Publisher:
ISBN:
Category :
Languages : en
Pages :
Get Book Here
Book Description
The behavior of shear-wall dominant, low-rise, multistory reinforced concrete shear-wall dominant building structures commonly built in Chile, Japan, Italy and Middle East countries are investigated. Because there are no beams or columns and the slab and wall thickness are approximately equal, available codes give little information relative to design for gravity and lateral loads. Items which effect the analysis of shear-wall dominant building structures, ie. material nonlinearity including rotating crack capability, 3-D behavior, slab-wall interaction, floor flexibilities, stress concentrations around the openings, the location and the amount of the main discrete reinforcements are investigated. For this purpose 2 story and 5 story building structures are modelled. To see the importance of 3-D modelling, the same structures are modelled by both 2-D and 3-D models. Loads are applied first the vertical then lateral loads which are static equivalent earthquake loads. The 3-D models of the structures are loaded in both in the longitudinal and transverse directions. A nonlinear isoparametric shell element with arbitrarily placed edge nodes and with variable edge orders (from linear to cubic) is developed in order to consider the amount and location of the main reinforcement at the edges and around the openings, and in order to use higher order elements where the stress gradients are expected to be high. The stress concentrations and distributions around the openings are observed that they are affected by the location of the existing reversed walls in 3-D nonlinear analysis of shear-wall dominant building structures. Slab-wall interaction effects with different size of openings and possible hinge locations are investigated while lateral loads are applied in weak directions. The importance of 3-D effects due to T-C coupling of walls are indicated with basic force mechanisms.
Author: Can Balkaya
Publisher:
ISBN:
Category :
Languages : en
Pages :
Get Book Here
Book Description
The behavior of shear-wall dominant, low-rise, multistory reinforced concrete shear-wall dominant building structures commonly built in Chile, Japan, Italy and Middle East countries are investigated. Because there are no beams or columns and the slab and wall thickness are approximately equal, available codes give little information relative to design for gravity and lateral loads. Items which effect the analysis of shear-wall dominant building structures, ie. material nonlinearity including rotating crack capability, 3-D behavior, slab-wall interaction, floor flexibilities, stress concentrations around the openings, the location and the amount of the main discrete reinforcements are investigated. For this purpose 2 story and 5 story building structures are modelled. To see the importance of 3-D modelling, the same structures are modelled by both 2-D and 3-D models. Loads are applied first the vertical then lateral loads which are static equivalent earthquake loads. The 3-D models of the structures are loaded in both in the longitudinal and transverse directions. A nonlinear isoparametric shell element with arbitrarily placed edge nodes and with variable edge orders (from linear to cubic) is developed in order to consider the amount and location of the main reinforcement at the edges and around the openings, and in order to use higher order elements where the stress gradients are expected to be high. The stress concentrations and distributions around the openings are observed that they are affected by the location of the existing reversed walls in 3-D nonlinear analysis of shear-wall dominant building structures. Slab-wall interaction effects with different size of openings and possible hinge locations are investigated while lateral loads are applied in weak directions. The importance of 3-D effects due to T-C coupling of walls are indicated with basic force mechanisms.
Author: Can Balkaya
Publisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 156
Get Book Here
Book Description
Author: Chang-Koon Choi
Publisher:
ISBN:
Category :
Languages : en
Pages : 142
Get Book Here
Book Description
The behavior of shear-wall dominant, low-rise, multistory reinforced concrete building structures is investigated. Because there are no beams or columns and the slab and wall thicknesses are approximately equal, available codes give little information relative to design for gravity and lateral loads. Items which effect the analysis of shear-wall dominant building structures, i.e., material nonlinearity including rotating crack capability, 3-D behavior, slab- wall interaction, floor flexibilities, stress concentrations around openings, the location and the amount of main discrete reinforcement are investigated. For this purpose 2 and 5 story building structures are modelled. To see the importance of 3-D modelling, the same structures are modelled by both 2-D and 3- D models. Loads are applied-first tile vertical then lateral loads which are static equivalent earthquake loads. The 3-D models of the structures are loaded in both in the longitudinal and transverse directions. A nonlinear isoparametric plate element with arbitrarily placed edge nodes is adapted in order to consider the amount and location of the main reinforcement. Finally the importance of 3-D effects including the T-C coupling between walls are indicated. Finite element, Nonlinear analysis, Reinforced concrete, Shear-walls.
Author:
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 316
Get Book Here
Book Description
Author: Sara Moazzami
Publisher:
ISBN:
Category : Building, Iron and steel
Languages : en
Pages : 320
Get Book Here
Book Description
Author: Yuan Jie Lu
Publisher:
ISBN:
Category :
Languages : en
Pages : 163
Get Book Here
Book Description
This dissertation approaches the subject of three-dimensional (3D) seismic analysis of reinforced concrete (RC) wall buildings at near-fault sites by first studying two main problems separately: (1) the characterization of base excitation for buildings located at near-fault sites, and (2) modeling the behavior of RC buildings accurately including inelastic behavior and the failure mode. The dissertation culminates with the 3D response history analysis of two 20-story RC core wall buildings models, including the slabs and columns, subject to a strong near-fault ground motion record. First, the presence and characteristics of multiple pulses [with dominant period TP between 0.5 and 12 s] in historical near-fault ground motion records is studied. An iterative method for extracting multiple strong pulses imbedded in a ground motion is presented. The method is used to extract multiple strong velocity pulses from the fault-normal horizontal component of 40 pulse-like ground motion records from 17 historical earthquakes, with magnitudes ranging from MW6.3 to MW7.9, recorded at a distance less than 10 km from the fault rupture with a peak ground velocity greater than 0.6 m / s. The relationships between the dominant period of the extracted pulses, associated amplitudes, and earthquake magnitude are presented, indicating that the amplitude of the strongest pulses with 1.5 s ≤ TP ≤ 5 s, does not depend significantly on the earthquake magnitude. Next, the effect of soil-foundation-structure interaction (SFSI) for a 20-story core wall building with a caisson foundation subject to single pulse motions is investigated using two-dimensional (2D) nonlinear finite-elements and fiber beam-column elements; nonlinear site effects on the free-field motion and structural response is discussed. The nonlinear site effects for free-field motions result in a de-amplification of peak surface acceleration due to soil yielding, and a maximum of 64% amplification of peak acceleration and velocity of at specific pulse periods for deep soils. SFSI, after removing the nonlinear site effect, has a negligible effect on the maximum value of peak roof acceleration and peak roof drift ratio over the pulse periods considered; however, the effect of the increased flexibility due to SFSI is observed in the peak drift ratio and peak base shear response. A couple of chapters of this dissertation are dedicated to the development and verification of a three-dimensional nonlinear cyclic modelling method for non-planar reinforced concrete walls and slabs. This modeling approached - called the beam-truss model (BTM) - consists of (i) nonlinear Euler-Bernoulli fiber-section beam elements representing the steel and concrete in the vertical and horizontal direction, and (ii) nonlinear trusses representing the concrete in the diagonal directions. The model represents the effects of flexure-shear interaction (FSI) by computing the stress and strains in the horizontal and vertical directions and by considering biaxial effects on the behavior of concrete diagonals. In addition, the BTM explicitly models diagonal compression and tension failures (shear failures) under cyclic or dynamic loading. The BTM is first validated by comparing the experimentally measured and numerically computed response of eight RC walls subjected to static cyclic loading, including two non-planar RC walls under biaxial cyclic loading. Then, the BTM is extended to modeling slabs and validated with a two-bay slab-column specimen. Finally, the BTM is validated by comparing the experimentally measured and numerically computed response and failure mode of a 5-story coupled wall RC building under seismic base excitation. The final chapter presents the 3D response history analysis of two 20-story RC core wall buildings subject to a strong near-fault ground motion record. The 20-story building model includes the RC core wall, post-tensioned slabs, and columns; the core wall and slabs are modeled using the developed BTM while the columns are modeled with fiber-section beam-column elements. The two 20-story RC core wall buildings considered have similar geometry: one is conventionally designed to develop plastic hinging at the base of the core-wall, and the second is designed with a damage resistant structural system that combines two seismic isolation planes. Analysis is conducted using the two horizontal components of the historical TCU52 ground motion recorded 0.7 km from the fault plane of the MW7.6 1999 Chi-chi, Taiwan earthquake. The seismic response and damage of the two buildings is discussed.
Author: W. P. De Wilde
Publisher: WIT Press
ISBN: 184564106X
Category : Technology & Engineering
Languages : en
Pages : 577
Get Book Here
Book Description
Including the latest developments in design, optimisation, manufacturing and experimentation, this text presents a wide range of topics relating to advanced types of structures, particularly those based on new concepts and new types of materials.
Author: Re Ato Lu Rifat
Publisher: LAP Lambert Academic Publishing
ISBN: 9783659115509
Category : Science
Languages : en
Pages : 0
Get Book Here
Book Description
Recently, a rapid increase has taken place in the number of tall buildings. In multi-storey buildings made of reinforced concrete, the lateral loads are often resisted by specially arranged shear walls. Weakening of shear walls in tall buildings by doors, windows and corridor openings is one of the most frequently encountered problems of structural engineering. In planar coupled shear wall analyses, the lateral loads are applied in such a way that the deformation of the shear wall is confined within its own plane. In this book, the Continous Connection Method (CCM) is used in conjunction with Vlasov's theory of thin-walled beams, for the three dimensional analysis of non-planar coupled shear walls subjected to lateral loads which produce combined flexural and torsional deformations. To be more general, the present book deals with non-symmetrical structures both in the formulation and in the numerical applications. Both symmetrical and asymmetrical examples have been solved by the program prepared in the present study and compared with the solutions found by the SAP2000 structural analysis program and a perfect match has been observed.
Author: Yun-Hae Kim
Publisher: CRC Press
ISBN: 1315638568
Category : Technology & Engineering
Languages : en
Pages : 1447
Get Book Here
Book Description
The International Conference on Civil, Architectural and Hydraulic Engineering series provides a forum for exchange of ideas and enhancing mutual understanding between scientists, engineers, policymakers and experts in these engineering fields. This book contains peer-reviewed contributions from many experts representing industry and academic es
Author: Federal Emergency Management Agency
Publisher: CreateSpace
ISBN: 9781484027554
Category : Technology & Engineering
Languages : en
Pages : 516
Get Book Here
Book Description
The title of this document, FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Buildings, incorporates a word that not all users may be familiar with. That word—prestandard—has a special meaning within the ASCE Standards Program in that it signifies the document has been accepted for use as the start of the formal standard development process, however, the document has yet to be fully processed as a voluntary consensus standard. The preparation of this prestandard was originally undertaken with two principal and complementary objectives. The first was to encourage the wider application of the NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA 273, by converting it into mandatory language. Design professionals and building officials thus would have at their disposal a more specific reference document for making buildings more resistant to earthquakes. This volume fully meets this first objective. The second objective was to provide a basis for a nationally recognized, ANSI-approved standard that would further help in disseminating and incorporating the approaches and technology of the prestandard into the mainstream of design and construction practices in the United States. How successfully this volume achieves the second objective will become apparent with the passage of time, as this prestandard goes through the balloting process of the American Society of Civil Engineers. Several additional related efforts were ongoing during the development of this prestandard. A concerted effort was made to gather any new information produced by these endeavors. Topics varied considerably, but typically covered approaches, methodologies, and criteria. Whenever an analysis of the new information disclosed significant advances or improvements in the state-of-the-practice, they were included in this volume. Thus, maintaining FEMA 273 as a living document—a process to which FEMA is strongly committed—is continuing.
