BUILDING STRUCTURES IN THEORY AND PRACTICE

Transcription

1 POPE JOHN PAUL II STATE SCHOOL OF HIGHER EDUCATION IN BIA A PODLASKA FACULTY OF ECONOMIC AND TECHNICAL DEPARTMENT OF TECHNICAL SCIENCES BUILDING STRUCTURES IN THEORY AND PRACTICE Edited by Stanis aw Fic BREST ODESSA SIMFEROPOL BIA YSTOK BIA A PODLASKA (BIELARUS) (UKRAINE) (UKRAINE) (POLAND) (POLAND) Bia a Podlaska, 2013

2 Reviewers: prof. nadzw. dr hab. in. Stanis aw Fic prof. dr hab. in. Wiktor Tur prof. dr hab. in. Vadzim Nikitsin The Scienti c Council: prof. nadzw. dr hab. in. Stanis aw Fic chairman, PSW Bia a Podlaska prof. dr hab. in. Wiktor Tur vice-chairman, PSW Bia a Podlaska, Technical University of Brest prof. dr hab. in. Vadzim Nikitsin vice-chairman, PSW Bia a Podlaska prof. dr hab. in. Andrzej apko Bia ystok University of Technology prof. dr hab. in. Czes aw Miedzia owski Bia ystok University of Technology prof. dr hab. in. Bohdan Demczyna National University Lviv Polytechnic prof. dr hab. in. Siergiej Fedorkin Akademia PKB Krim prof. dr hab. in. Nikolai Lubomirskij Akademia PKB Krim prof. dr hab. in. Valeri Vyrovoi Odessa State Academy of Civil Engineering and Architecture prof. dr hab. in. Sergiej Koval Odessa State Academy of Civil Engineering and Architecture prof. dr hab. in. Hrytsuk Mikhail PSW Bia a Podlaska prof. dr hab. Jerzy Nitychoruk PSW Bia a Podlaska Editorial Committee: dr in. Danuta Barnat-Hunek - chief editor Organization unit: dr Andrzej Misiejuk dr Anna Jakubowicz dr in. Adam Wasilewski mgr in. Agnieszka Karwacka MONOGRAPH ISBN Liczba arkuszy wyd.: 10 Nak ad: 110 egz. Published by Pope John Paul II State School of Higher Education in Bia a Podlaska Copyright by Pa stwowa Szko a Wy sza im. Papie a Jana Paw a II w Bia ej Podlaskiej Wydawnictwo PSW JPII ul. Sidorska 95/97, p. 231R Bia a Podlaska Sk ad, druk, projekt ok adki/ Printing, binding and cover design: Agencja Reklamowa TOP, ul. Toru ska 148, W oc awek, tel.: , fax: ,

3 Introduction Theoretical and practical observations of the behaviour of the component or composite constructions made by many generations of engineers and scientists formed the basis for the design, simultaneously providing them with a safe bearing capacity, strength and deformability of materials. The accepted methods of calculations allow to determine the limit state of structural elements where the damage occurs or deformations exceed the limit value. This enables one to obtain the numerical values of strength and deformations of different materials under changing external interactions (computational bearing capacity and deformation characteristics). The resulting values are used to determine the load or other external impacts corresponding to a limit state (maximum load or impact). The adoption of the design process to the construction of the relevant requirements will ensure its safe use and durability over time. The correct dimensioning of steel, concrete, wood and composite structures is a dif cult process, and hence in recent years, it has been assisted with computer programs. The use of computer software is so important for dimensioning components and structural systems that it is required regardless of experience or a careful analysis. This monograph is a collection of 14 articles relating to components and structural systems made of different materials. The authors present theoretical considerations that occured in the case of structural elements under the in uence of internal and external impacts, often with the support of computer programs. Moreover, another group of articles refers to their own research conducted on different elements in the laboratory. Solutions presented in the articles allow to obtain a range of information and knowledge on the behaviour of components and structural systems, and thus they have an important scienti c and technical meaning. The achieved outcomes, resulting from a conducted research or theoretically relating to the area of scienti c concern, are copyrighted. The information and solutions described in the articles can be used as a study aid not only to students of architecture and civil engineering, but also for civil engineers involved in the design and construction of buildings and specialists in the area of engineering science. Acknowledgments: The initiative to publish the monograph is held under the patronage of His Magni cence Ph.D Full Professor Józef Bergier, Rector of Pope John Paul II State School of Higher Education in Biala Podlaska, whom I am very grateful. I express sincere thanks to the authors of the articles, the reviewers and the Scienti c Committee for their hard work and professional preparation. I wish you success in your personal and scienti c life. Sincerely Stanis aw Fic 3

4 Building Structures in Theory and Practice 4 Contents: 1. apko A., uniewska M. Sectional design of r/c members using deformational model with inclined top branch of steel stress-strain relationship Naytchuk A., Malesza M., Miedzia owski Cz. On selected directions of improvement in method of design of timber structures Smarzewski P. Analysis of deformation states in high performance bre reinforced concrete bent plates Tarasevich A., Tur V. Calculation of the thin plates with the large de ections Jab o ska-krysiewicz A., Sadowska-Buraczewska B. Recent research and development in composite structures Oponowicz P., Michalska M. Resistance of non-welded rhs connections B k G., Gosk W. Numerical prediction of wave reaction of the layered elastic half-space Matulewicz S., Chy y T. Effort analysis of structural elements of the high building subjected to large displacements Kr towska J. A new subsoil model for the analysis soil-structure interaction Tur V., Malykha U. Exerimental studies of concrete beams reinforced longitudinally with steel and GFRP bars Smarzewski P. Modelling behaviour of high-strength concrete beams Matulewicz S., Miedzia owski C. Modern computer methods of multivariant analysis of a tall building Jab o ska-krysiewicz A., Wa niewska E. Nonlinear elastic-plastic 3d- nite element modelling of semi-rigid steel end plate connections Chy y T., Mackiewicz M. Method of embankment modeling using one-dimensional layered nite elements

5 Contents 15. Mackiewicz M. Analysis of life cycle assessment of wooden construction Szafranko E. Selection of a construction technology for a building object, analytical methods Paw owicz J. A. Possible applications of the 3d laser scanning technology in civil engineering Basze M., Miedzia owski C. Experimental tests and analytical models of light wood-framed buildings