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Author : John M. Notch
Publisher :
ISBN 13 :
Total Pages : 62 pages
Book Rating : 4.:/5 (252 download)
Download or read book Interaction of Frame-shear Wall Systems Subjected to Lateral Loadings written by John M. Notch and published by . This book was released on 1976 with total page 62 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : John Soo
Publisher :
ISBN 13 :
Total Pages : 0 pages
Book Rating : 4.:/5 (184 download)
Download or read book Interaction of Shear Walls and Multi-storey Frames Subjected to Lateral Loads written by John Soo and published by . This book was released on 1968 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Iain A. MacLeod
Publisher :
ISBN 13 :
Total Pages : 32 pages
Book Rating : 4.:/5 (318 download)
Download or read book Shear Wall-frame Interaction written by Iain A. MacLeod and published by . This book was released on 1971 with total page 32 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : G. Viswanathan
Publisher :
ISBN 13 :
Total Pages : 0 pages
Book Rating : 4.:/5 (184 download)
Download or read book Analysis of Shear Wall-frame Structures Subjected to Lateral Loads written by G. Viswanathan and published by . This book was released on 1972 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Saurendranath Guhamajumdar
Publisher :
ISBN 13 :
Total Pages : 0 pages
Book Rating : 4.:/5 (143 download)
Download or read book Approximate Analysis of Shear Wall-frame Structures written by Saurendranath Guhamajumdar and published by . This book was released on 1968 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: A computer analysis has been developed to predict the behavior of tall buildings subjected to lateral loads. The buildings considered are composed of shear walls and frames. Each shear wall-frame unit undergoes equal lateral deformations and the structure as a whole does not deform torsionally. The analysis is performed on a subassemblage consisting of a lumped shear wall system and a simple substitute frame. The load-deflection relationship for the structure is determined up to the ultimate load. The formation of plastic hinges in the substitute frame has been considered as well as the inelastic action of the wall. In addition, the secondary moments produced by the axial forces in the columns acting through the sway displacements of the structure are considered. The lumping procedure used to form the subassemblage is discussed and the analysis of the subassemblage in both the elastic and inelastic range, including the P-[delta] effect, is presented. The results of the analysis are compared with those obtained by other methods. The behavior of a shear wall-frame structure is discussed and illustrated by an example.
Author : J. Paul Guyer, P.E., R.A.
Publisher : Guyer Partners
ISBN 13 :
Total Pages : 342 pages
Book Rating : 4./5 ( download)
Download or read book An Introduction to Architectural Engineering written by J. Paul Guyer, P.E., R.A. and published by Guyer Partners. This book was released on 2017-12-23 with total page 342 pages. Available in PDF, EPUB and Kindle. Book excerpt: An exploration of a sampling of architectural engineering issues and project types, intended to introduce college students to architectural engineering studies and career opportunities. Here is what is discussed: 1. INTRODUCTION 2. AREA DEVELOPMENT PLANS 3. SUSTAINABLE DESIGN 4. LOW IMPACT DEVELOPMENT 5. ARCHITECTURAL DESIGN 6. FOUNDATIONS 7. STRUCTURAL SYSTEMS 8. HEATING, VENTILATING AND AIR CONDITIONING 9. PLUMBING 10. ELECTRICAL DISTRIBUTION 11. LIGHTING 12. FIRE PROTECTION 13. ACCESSIBILITY 14. ENERGY CONSERVATION 15. NOISE CONTROL 16. ROOFING SYSTEMS.
Author : Farzad Naeim
Publisher : Springer Science & Business Media
ISBN 13 : 1461516935
Total Pages : 816 pages
Book Rating : 4.4/5 (615 download)
Download or read book The Seismic Design Handbook written by Farzad Naeim and published by Springer Science & Business Media. This book was released on 2012-12-06 with total page 816 pages. Available in PDF, EPUB and Kindle. Book excerpt: This handbook contains up-to-date existing structures, computer applications, and infonnation on planning, analysis, and design seismic design of wood structures. A new and very useful feature of this edition of earthquake-resistant building structures. Its intention is to provide engineers, architects, is the inclusion of a companion CD-ROM disc developers, and students of structural containing the complete digital version of the handbook itself and the following very engineering and architecture with authoritative, yet practical, design infonnation. It represents important publications: an attempt to bridge the persisting gap between l. UBC-IBC (1997-2000) Structural advances in the theories and concepts of Comparisons and Cross References, ICBO, earthquake-resistant design and their 2000. implementation in seismic design practice. 2. NEHRP Guidelines for the Seismic The distinguished panel of contributors is Rehabilitation of Buildings, FEMA-273, Federal Emergency Management Agency, composed of 22 experts from industry and universities, recognized for their knowledge and 1997. extensive practical experience in their fields. 3. NEHRP Commentary on the Guidelinesfor They have aimed to present clearly and the Seismic Rehabilitation of Buildings, FEMA-274, Federal Emergency concisely the basic principles and procedures pertinent to each subject and to illustrate with Management Agency, 1997. practical examples the application of these 4. NEHRP Recommended Provisions for principles and procedures in seismic design Seismic Regulations for New Buildings and practice. Where applicable, the provisions of Older Structures, Part 1 - Provisions, various seismic design standards such as mc FEMA-302, Federal Emergency 2000, UBC-97, FEMA-273/274 and ATC-40 Management Agency, 1997.
Author : Ronayutt Vongmanee
Publisher :
ISBN 13 :
Total Pages : 228 pages
Book Rating : 4.:/5 (224 download)
Download or read book Frame-shear Wall Interaction in Boxlike Building Subjected to Wind Load written by Ronayutt Vongmanee and published by . This book was released on 1990 with total page 228 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : American Concrete Institute
Publisher :
ISBN 13 :
Total Pages : 620 pages
Book Rating : 4.3/5 (91 download)
Download or read book Journal of the American Concrete Institute written by American Concrete Institute and published by . This book was released on 1977 with total page 620 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Shrestha Binay
Publisher : LAP Lambert Academic Publishing
ISBN 13 : 9783659680885
Total Pages : 116 pages
Book Rating : 4.6/5 (88 download)
Download or read book Effect of Infill Wall in Rc Frame Under Seismic Loading written by Shrestha Binay and published by LAP Lambert Academic Publishing. This book was released on 2015-01-29 with total page 116 pages. Available in PDF, EPUB and Kindle. Book excerpt: Masonry infill panels in framed structures affect the strength, stiffness, and ductility. For seismic loading, ignoring the composite action is not always on the safe side, since the interaction between the panel and the frame under lateral loads changes the stiffness and the dynamic characteristics of the structure, and hence, its response to seismic loads. To study the influence of brick masonry infill panels on seismic performance of reinforced concrete (RC) frames, equivalent diagonal strut is used to model the stiffness effect of the masonry panels. The response of a bare frame is compared with the full and partial infill with centrally located opening. In general, the shear forces in the columns are decreased by the presence of infill panels. When subjected to lateral loading, the frame with full infill has better response whereas; the response of infill with very large opening is comparable with bare frames.
Author : Khoi Duc Mai
Publisher :
ISBN 13 :
Total Pages : 229 pages
Book Rating : 4.:/5 (962 download)
Download or read book Hysteretic Response of Steel-Clad, Wood-Framed Shear Walls Under Reverse-cyclic Loading written by Khoi Duc Mai and published by . This book was released on 2016 with total page 229 pages. Available in PDF, EPUB and Kindle. Book excerpt: FEA models were developed and validated to predict shear strength and effective shear modulus of SCWF shear walls under monotonic loading. Moreover, the hysteretic behavior of SCWF shear walls was predicted using hysteretic behavior of sheathing-to-framing connector elements. Analyses were performed to assess the shear strength, stiffness, ductility, equivalent energy elastic plastic (EEEP), and hysteretic parameters of tested SCWF shear wall specimens. Experimental tests also provided the seismic design coefficients of SCWF shear walls, which are currently lacking in the building codes.
Author : Ronald Herman Brookman
Publisher :
ISBN 13 :
Total Pages : 220 pages
Book Rating : 4.:/5 (34 download)
Download or read book Behavior of Open-ended Shear Wall Buildings Subjected to Lateral Loading written by Ronald Herman Brookman and published by . This book was released on 1986 with total page 220 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :
Publisher :
ISBN 13 :
Total Pages : 726 pages
Book Rating : 4.:/5 (43 download)
Download or read book Proceedings written by and published by . This book was released on 1979 with total page 726 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :
Publisher :
ISBN 13 :
Total Pages : 1200 pages
Book Rating : 4.:/5 (318 download)
Download or read book Proceedings of the 2nd U.S. National Conference on Earthquake Engineering written by and published by . This book was released on 1979 with total page 1200 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Mahsa Mahdavian
Publisher :
ISBN 13 :
Total Pages : 175 pages
Book Rating : 4.:/5 (126 download)
Download or read book Innovative Cold-Formed Steel Shear Walls with Corrugated Steel Sheathing written by Mahsa Mahdavian and published by . This book was released on 2016 with total page 175 pages. Available in PDF, EPUB and Kindle. Book excerpt: This thesis presents two major sections with the objective of introducing a new cold-formed steel (CFS) shear wall system with corrugated steel sheathings. The work shown herein includes the development of an optimal shear wall system as well as an optimal slit configuration for the CFS corrugated sheathings which result in a CFS shear wall with high ductility, high strength, high stiffness and overall high performance. The conclusion is based on the results of 36 full-scale shear wall tests performed in the structural laboratory of the University of North Texas. A variety of shear walls were the subject of this research to make further discussions and conclusions based on different sheathing materials, slit configurations, wall configurations, sheathing connection methods, wall dimensions, shear wall member thicknesses, and etc. The walls were subject to cyclic (CUREE protocol) lateral loading to study their deformations and structural performances. The optimal sit configuration for CFS shear walls with corrugated steel sheathings was found to be 12×2 in. vertical slits in 6 rows. The failure mode observed in this shear wall system was the connection failure between the sheathing and the framing members. Also, most of the shear walls tested displayed local buckling of the chord framing members located above the hold-down locations. The second section includes details of developing a Finite Element Model (FEM) in ABAQUS software to analyze the lateral response of the new shear wall systems. Different modeling techniques were used to define each element of the CFS shear wall and are reported herein. Material properties from coupon test results are applied. Connection tests are performed to define pinching paths to model fasteners with hysteretic user-defined elements. Element interactions, boundary conditions and loading applications are consistent with full scale tests. CFS members and corrugated sheathings are modeled with shell elements, sheathing-to-frame fasteners are modeled using nonlinear springs (SPRING2 elements) for monotonic models and a general user defined element (user subroutine UEL) for cyclic models. Hold-downs are defined by boundary conditions. A total of three models were developed and validated by comparing ABAQUS results to full scale test results.
Author : A. Coull
Publisher : Elsevier
ISBN 13 : 1483180964
Total Pages : 638 pages
Book Rating : 4.4/5 (831 download)
Download or read book Tall Buildings written by A. Coull and published by Elsevier. This book was released on 2014-06-28 with total page 638 pages. Available in PDF, EPUB and Kindle. Book excerpt: Tall Buildings provides information and research on tall buildings. This book presents the advances in structural analysis, in methods of design, in methods of construction, and in the properties of materials. Organized into three sections encompassing 27 chapters, this book begins with an overview of the important features of the interaction of a tall building with the wind. This text then examines the reasons for requiring a more rational and refined approach to the wind loading of tall buildings. Other chapters consider the different solutions to the layout of plans for offices and flats using shear walls. This book discusses as well the comparisons made in respect of construction, design, and economy. The final chapter deals with the increase in the number of tall buildings, for both residential and commercial purposes, under construction throughout the world. This book is a valuable resource for civil, structural, consulting, and research engineers.
Author : Robert M. Hackett
Publisher :
ISBN 13 :
Total Pages : 598 pages
Book Rating : 4.3/5 (91 download)
Download or read book Proceedings of the Symposium on Behavior of Building Systems and Building Components, March 8-9, 1979, Nashville, Tennessee written by Robert M. Hackett and published by . This book was released on 1979 with total page 598 pages. Available in PDF, EPUB and Kindle. Book excerpt:
