About: Building code is a research topic. Over the lifetime, 1483 publications have been published within this topic receiving 24666 citations. The topic is also known as: building control & building regulations.
TL;DR: The Building Code Requirements for Structural Concrete (Code) as mentioned in this paper covers the materials, design, and construction of structural concrete used in buildings and where applicable in nonbuilding structures, including the strength evaluation of existing concrete structures.
Abstract: The “Building Code Requirements for Structural Concrete” (“Code”) covers the materials, design, and construction of structural concrete used in buildings and where applicable in nonbuilding structures. The Code also covers the strength evaluation of existing concrete structures. Among the subjects covered are: contract documents; inspection; materials; durability requirements; concrete quality, mixing, and placing; formwork; embedded pipes; construction joints; reinforcement details; analysis and design; strength and serviceability; flexural and axial loads; shear and torsion; development and splices of reinforcement; slab systems; walls; footings; precast concrete; composite flexural members; prestressed concrete; shells and folded plate members; strength evaluation of existing structures; provisions for seismic design; structural plain concrete; strut-and-tie modeling in Appendix A; alternative design provisions in Appendix B; alternative load and strength reduction factors in Appendix C; and anchoring to concrete in Appendix D. The quality and testing of materials used in construction are covered by reference to the appropriate ASTM standard specifications. Welding of reinforcement is covered by reference to the appropriate American Welding Society (AWS) standard. Uses of the Code include adoption by reference in general building codes, and earlier editions have been widely used in this manner. The Code is written in a format that allows such reference without change to its language. Therefore, background details or suggestions for carrying out the requirements or intent of the Code portion cannot be included. The Commentary is provided for this purpose. Some of the considerations of the committee in developing the Code portion are discussed within the Commentary, with emphasis given to the explanation of new or revised provisions. Much of the research data referenced in preparing the Code is cited for the user desiring to study individual questions in greater detail. Other documents that provide suggestions for carrying out the requirements of the Code are also cited.
TL;DR: In this article, a book on buildings asks the question why so many buildings punish and restrict us because almost none of them adapt well, and the authors aim to integrate all the different aspects of the fragmented design and construction process, so that buildings can be seen as embodying a functional, yet aesthetic and capacious vision, not the conflicts, compromises and conveniences of clients, architects, engineers and contractors, all working in their interests.
Abstract: This book on buildings asks the question why so many buildings punish and restrict us because almost none of them adapt well. In real use, buildings need to adapt because their uses are constantly changing. All buildings are predictions, and yet more high-style buildings are designed not to change, not to accommodate new use. A good portion of how buildings learn will be a natural history of how buildings change with time and what things work to make buildings adapt gracefully, what building layouts allow easy redefinition of space and building code considerations that permit remodelling. This practical book aims to integrate all the different aspects of the fragmented design and construction process, so that buildings can be seen as embodying a functional, yet aesthetic and capacious vision, not the conflicts, compromises and conveniences of clients, architects, engineers and contractors, all working in their interests, not the buildings.
TL;DR: The ASCE/SEI 7-05 standard as discussed by the authors provides a complete update and reorganization of the wind load provisions, expanding them from one chapter into six, and includes new ultimate event wind maps with corresponding reductions in load factors.
Abstract: Minimum Design Loads for Buildings and Other Structures provides requirements for general structural design and includes means for determining dead, live, soil, flood, wind, snow, rain, atmospheric ice, and earthquake loads, as well as their combinations, which are suitable for inclusion in building codes and other documents. This Standard, a revision of ASCE/SEI 7-05, offers a complete update and reorganization of the wind load provisions, expanding them from one chapter into six. The Standard contains new ultimate event wind maps with corresponding reductions in load factors, so that the loads are not affected, and updates the seismic loads with new risk-targeted seismic maps. The snow, live, and atmospheric icing provisions are updated as well. In addition, the Standard includes a detailed Commentary with explanatory and supplementary information designed to assist building code committees and regulatory authorities. Standard ASCE/SEI 7 is an integral part of building codes in the United States. Many of the load provisions are substantially adopted by reference in the International Building Code and the NFPA 5000 Building Construction and Safety Code. Structural engineers, architects, and those engaged in preparing and administering local building codes will find this Standard an essential reference in their practice. Note: New orders are fulfilled from the second printing, which incorporates the errata to the first printing.
TL;DR: In this article, the authors provide detailed information on the design of wind resistant structures and provide engineers with up-to-date methods and standards for the construction of windresistant structures and reflect the increased use of instrumentation and computers to predict structural loading and the creation of more stringent building codes.
Abstract: This book provides detailed information on the design of wind resistant structures. It includes material on building code provisions for wind loads on low rise buildings. It provides engineers with up-to-date methods and standards for the construction of wind-resistant structures and reflects the increased use of instrumentation and computers to predict structural loading and the creation of more stringent building codes.
TL;DR: A large-scale five-story precast concrete building constructed to 60 percent scale was tested under simulated seismic loading as the culmination of the 10-year PRESSS (Precast Seismic Structural Systems) research program as discussed by the authors.
Abstract: A large-scale five-story precast concrete building constructed to 60 percent scale was tested under simulated seismic loading as the culmination of the 10-year PRESSS (Precast Seismic Structural Systems) research program. The building comprised four different ductile structural frame systems in one direction of response and a jointed structural wall system in the orthogonal direction. The test structure was subjected to seismic input levels equivalent to at least 50 percent higher than those required for UBC (Uniform Building Code) Seismic Zone 4. The behavior of the structure was extremely satisfactory, with only minimal damage in the shear wall direction, and no significant strength loss in the frame direction, despite being taken to drift levels up to 4.5 percent, more than 100 percent higher than the design drift level. The test validated the Displacement-Based Design (DBD) approach used to determine the required strength and confirmed the low damage and low residual drift expected of the building.