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محاسبه سازه های صنعتی برای بارهای زلزله Industrial Building Design on Seismic Issues Swapnil N. Dhande1, Y. R. Suryawanshi2, Pravin S. Patil3 P. G. Student, Department of Civil Engineering, Imperial College of Engineering and Research, Wagholi , Pune, India1 Assistant Professor, Department of Civil Engineering, Imperial College of Engineering and Research, Wagholi , Pune, India2 Assistant Professor, Department of Civil Engineering, A.I.S.S.M.S. College of Engineering, Pune, India3 ABSTRACT: The structural system of the building has to support the lateral loads due to earthquake and wind in addition to gravity loads. A lateral load develops high stresses and produces sway causing vibration and drift. If the buildings are not designed to resist the lateral loads, then they may be collapse resulting into the loss of life or its content. Therefore it‟s important for the structure to have not only sufficient strength against gravity loads but also the adequate stiffness to resist lateral forces. Literature review reveals that LLRSS (Lateral load Resisting structural system) is provided in the form of devices like base isolation and dampers which controls the seismic vibration and lateral drift. But these devices are very costly and effective only for high rise buildings. Hence there is a need to study the LLRSS or technology suitable for a particular height of building. The objective of this research is to propose simple but innovative and effective LLRSS or structural technology and methodology for the seismic control which can be used in new as well as old building structures. It is reviewed that since North earthquake (1994), concentrically braced steel frame has gained the popularity as a LRSS in the seismic areas. In spite of increasing popularity, analytical study of braced frame structure and its detailed requirement to control the seismic response is limited in India. Also RC building involves heavy dead load due to large member size which intern is more prompt for seismic loss. Hence, it is proposed to study the response of steel buildings/frames with different types of steel bracings configurations as a LLRSS to control the vibration and storey drift. The structural response parameters selected for the study are time period, natural frequency, and roof displacement. The research work deals with the parametric study of response of Non-linear time history analysis (NLTHA) of 3D industrial steel buildings braced with different bracing configurations using software (Sap-2000) under Bhuj earthquake. The bracing configuration used are SDB, CDB, VVB and INVB in concentric bracing to suggest suitability of particular bracing configurations for the stability of the building structure under seismic loading. KEYWORDS: Seismic behaviour, Linear and non linear time history analysis, Response spectra, Bracing system. International Journal of Innovative Research in Science, Engineering and Technology (An ISO 3297: 2007 Certified Organization) Vol. 4, Issue 5, May 2015 به نقل از کانال تلگرام فایلهای انجمن سازه های فولادی ایران دانلود از پیوست 27_INDUSTRIAL.pdf

طراحی یک سازه صنعتی برای بار قائم، سیل، باد، زلزله و ... فایل پی دی اف به زبان انگلیسی در 37 صفحه به نقل از کانال تلگرام فایلهای انجمن سازه های فولادی ایران دانلود از پیوست fema259_app_c.pdf

طراحی سازه صنعتی بر اساس آیین نامه های یوروکد و روسیه Saimaa University of Applied Sciences Technology, Lappeenranta Degree Programme in Civil and Construction Engineering Konstantin Papkovskiy THE DESIGN OF AN INDUSTRIAL BUILDING ACCORDING TO RUSSIAN AND EUROPEAN CONSTRUCTION NORMS فایل پی دی اف به زبان انگلیسی در 143 صفحه به نقل از کانال تلگرام فایلهای انجمن سازه های فولادی ایران دانلود از پیوست Papkovskiy_Konstantin.pdf

مثال طراحی یک سازه صنعتی STRUCTURAL STEEL DESIGN James R. Harris, P.E., Ph.D., Frederick R. Rutz, P.E., Ph.D., and Teymour Manzouri, P.E., Ph.D. This chapter illustrates how the 2000 NEHRP Recommended Provisions (hereafter the Provisions) is applied to the design of steel framed buildings. The three examples include: 1. An industrial warehouse structure in Astoria, Oregon; 2. A multistory office building in Los Angeles, California; and 3. A low-rise hospital facility in the San Francisco Bay area of California. The discussion examines the following types of structural framing for resisting horizontal forces: 1. Concentrically braced frames, 2. Intermediate moment frames, 3. Special moment frames, 4. A dual system consisting of moment frames and concentrically braced frames, and 5. Eccentrically braced frames. All structures are analyzed using three-dimensional static or dynamic methods. The SAP2000 Building Analysis Program (Computers & Structures, Inc., Berkeley, California, v.6.11, 1997) is used in Example 5.1, and the RAMFRAME Analysis Program (RAM International, Carlsbad, California, v. 5.04, 1997 ) is used in Examples 5.2 and 5.3. In addition to the 2000 NEHRP Recommended Provisions, the following documents are referenced: AISC LRFD American Institute of Steel Construction. 1999. Load and Resistance Factor Design Specification for Structural Steel Buildings AISC Manual American Institute of Steel Construction. 2001. Manual of Steel Construction, Load and Resistance Factor Design, 3rd Edition. AISC Seismic American Institute of Steel Construction. 2000. [2002] Seismic Provisions for Structural Steel Buildings, 1997, including Supplement No. 2. IBC International Code Council, Inc. 2000. 2000 International Building Code. FEMA 350 SAC Joint Venture. 2000. Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings. AISC SDGS-4 AISC Steel Design Guide Series 4. 1990. Extended End-Plate Moment Connections, 1990. SDI Luttrell, Larry D. 1981. Steel Deck Institute Diaphragm Design Manual. Steel Deck Institute. فایل پی دی اف به زبان انگلیسی در 86 صفحه به نقل از کانال تلگرام فایل های انجمن سازه های فولادی ایران دانلود از پیوست nehrp2003rp_Chapter05_R.pdf