�k��,�#�ʼ��^��Z�������[�M!�jd�SOۜ ��'��dލ\�g_#0U�T�.�ك�+Ȗ}�PK7ښll�9���}�`�+��߁�o�hD[�uC-j��#;�_#ɛ¨�{TuZǓ��t���\U�?�۫XC1EE�P!�]W���Z�.�SK�Eͮ(�~�+E}�W[�� ' 禮F�"\nxj��ٿ�^��ꑣ�@ -�� ��bFN=�T;I���lX�yFc���fip2��n�Z�/}A�F�)�%��uQ|\�:�x�!���oir���.�>2����f�ʻ�Һؖ���|��8r��. Examples are shown with LRFD and ASD design methodologies side-by-side. SAMPLE DESIGN CALCULATIONS. Performance-based seismic design of a continuous bridge Authors: G. Ghosh , Y. Singh , S. K. Thakkar Source: Proceedings of the Institution of Civil Engineers - Bridge Engineering, Volume 161, Issue 4 , 1 Dec 2008 (177–182) Engineering at UCLA, teaching classes in steel design, seismic design, and tall buildings design. Force to be applied in the static analysis can be calculated from the following equation. It contains design examples and complete solutions calculated using ASD and LRFD. EXAMPLE C1. Forces to be applied at each floor level can be calculated as follows 15.3.2), the inlet filters are classified as “nonbuilding structures” and the seismic design … in Chapter 10 of FEMA 451, NEHRP Recommended Provisions: Design Examples. 0000003350 00000 n Instructional Material Complementing FEMA 451, Design Examples Seismic Load Analysis 9 - 31 Diaphragm Flexibility • Untopped steel decking and untopped wood structural panels are considered … Seismic Design Principles – Factors to be Considered, Seismic Design Principles - Factors to be Considered, Zone factor: Seismic zone represent the peak ground acceleration that the structure is subjected to. Design Example of a Building IITK-GSDMA-EQ26-V3.0 Page 3 Example — Seismic Analysis and Design of a Six Storey Building Problem Statement: A six storey building for a commercial complex has plan … %%EOF Let’s calculate the period of the structure. 0000003397 00000 n This resource page provides an introduction to the concepts and principles of seismic design, including strategies for designing earthquake-resistant buildings to ensure the health, safety, and security of building occupants and assets.The essence of successful seismic design is three-fold. This article is a UBC 1997 seismic design example that elaborates the calculation process in actual conditions. Seismic Design of Earth Retaining Structures By Atop Lego, M.Tech (Struct.) 0000004907 00000 n EUR 25204 EN - 2012 Eurocode 8: Seismic Design of Buildings Worked examples Worked examples presented at the Workshop “EC 8: Seismic Design of Buildings”, … In this example, I considered the building located in Zone 01 where the. <]>> seismic design category for a structure is permitted to be determined in accordance with Section 1613 or ASCE 7”. 0000079968 00000 n EXAMPLE. The following data were considered in this UBC 97 seismic design example. ii) Re-analyse if significant changes made to elements of SFRS iii) Update generated (Fx ±Tx) load cases (and hence combinations) iv) Re-analyze to update seismic combination results and re-Check/Design iv) Iterate ii-iv until completion. 0000004498 00000 n Also included are two AISC seismic-related standards: the 2016 AISC Seismic … 1. 0000005171 00000 n Forces to be applied at each floor level can be calculated as follows. Given: Per original Sample Calculation Statement: • Property is located in a FEMA-designated floodplain (Zone AE) and is subject to a 100-year . Further, other permanent loads like super-imposed dead loads, machines on the floor, etc should be considered for the seismic dead weight. 0000003727 00000 n have discussed in addition to other aspects. NBCC 2015 Seismic Design Examples … Structural Engineers use different design codes/guidelines for calculation of earthquake loads. The instructor/student should carefully review Chapter 10 of FEMA 451 for additional information on the seismic resistant design … F1 = 12.618 x 100 x 4 / [100 x 4 + 100 x 8 + 60 x 12] = 12.618 x 400 / 1920 = 2.629 kN, F2 = 12.618 x 100 x 8 / [100 x 4 + 100 x 8 + 60 x 12] = 12.618 x 800 / 1920 = 5.258 kN, F3 = 12.618 x 60 x 12 / [100 x 4 + 100 x 8 + 60 x 12] = 12.618 x 720 / 1920 = 4.732 kN. ADSTIR ACT ( s ss reverse as If necessary and fdeitfy by bl ock bor . SSW (E/Z) AP, PWD; Itanagar Introduction The problem of retaining soil is one the oldest in the geotechnical engineering; some of the earliest and most fundamental principles of soil mechanics were developed to allow rational design … EXAMPLE 9 SEISMIC ZONE 1 DESIGN 1 2018 Design Example 9 • • • • Example 9: Seismic Zone 1 Design Example Problem Statement Most bridges in Colorado fall into the Seismic Zone 1 category. These definitions are obtained from FEMA P-749, but are very close to the brief descriptions in ASCE/IBC procedures. Through the examples in this course, you will learn how to: Seismic Design Force and Base Shear Example 1 - Calculating seismic design force and base shear on a 6 story reinforced concrete building; Example 2 - Calculating the seismic design force and seismic base shear for a building using the simplified analysis procedure SEISMIC DESIGN EXAMPLE 2- Design of the critical end regions of a beam in a special moment frame for shear and confinement. 3) Seismic design categories (_____) can be assigned and determined as a function of the “mapped” spectral accelerations and the risk category. However, seismic … SSW (E/Z) AP, PWD; Itanagar Introduction The problem of retaining soil is one the oldest in the geotechnical engineering; some of the earliest and most fundamental principles of soil mechanics were developed to allow rational design of retaining walls. 0000130242 00000 n seismic design category for a structure is permitted to be determined in accordance with Section 1613 or ASCE 7”. guide for the seismic design of new piping systems, and the seismic retrofit of existing, operating systems in critical facilities. 2015 IBC SEAOC Structural/Seismic Design Manual, Vol. Instructional Materials Complementing FEMA P-751, Design Examples . Design (ASD) and Load and Resistance Factor Design (LRFD). The instructor/student should carefully review Chapter 10 of FEMA 451 for additional information on the seismic resistant design of wood structures. Further, Ft is taken not greater than 0.25 V where the T > 0.7  and it can be calculated from the following equation. … E. Carvalho, M. Fardis . However, from a seismic design point of view, several other design … However, seismic criteria must be addressed in this case. Further, limiting values of the drift, etc shall be checked as per the code requirement as discussed in the article UBC 1997 seismic design. 0000002516 00000 n = 25.4 mm, 1.0 ft = 0.3048 m) The floor is concrete slab-on-grade construction. 0 Vmax = ( 2.5 x 0.08 x 1 / 3.5 ) 260 = 14.857 kN. 0000109389 00000 n F t = 0. The 2015 IBC SEAOC Structural/Seismic Design Manual provides a step-by-step approach to applying the structural provisions of the 2015 International Building Code and referenced standards. In this UBC 1997 seismic design example, Ft = 0. xref These forces could be applied to the computer model, and bending, shear, deflection could be obtained from the same to proceed with the desing. Structures assigned to Seismic Design Category B with Type 1b horizontal irregularity 2. FEMA P-751, NEHRP Recommended Provisions: Design Examples 13-6 Because the weight of the inlet filters is 25 percent or more of the combined weight of the nonbuilding structure and the supporting structure (Standard Sec. Exceptions: 1. structures, as shown for example in Figures 1 and 2, are normally required in the presence of softer more compressible soils, where design concerns relate to bearing capacity and allowable settlement. This moment level is labeled as probable flexural strength, Mpr. Effective January 1, 2020 All applications for a building permit submitted on or after January 1, 2020 … CALCULATE VERTICAL LOADS. No Fine Concrete [application and advantages], Types of Shrinkage in Concrete [detailed study], Shear key [ Purpose, types, design, construction details]. Example 1 juxtaposes the seismic design methods and calculations for an identical bridge for both the 1000 yr. and 500 yr. events in order to highlight the differences and similarities between the two, and serves as a transitional reference for the designer. This worked example is a static method of calculating the force to do the static analysis. Per AASHTO, no seismic analysis is required for structures in Zone 1. All Rights Reserved. Structures assigned to Seismic Design Category B with Type 1b horizontal irregularity 2. EXAMPLE 9 SEISMIC ZONE 1 DESIGN 1 2018 Design Example 9 • • • • Example 9: Seismic Zone 1 Design Example Problem Statement Most bridges in Colorado fall into the Seismic Zone 1 category. 0000002298 00000 n … The ring-shaped, four-story building is suspended on 692 stainless steel saucers, making it a stellar example of seismic base isolation designed to diffuse the effects of seismic … More recently, design codes and standards (refs. The beam shown below is part of a special moment frame located in … 0000002728 00000 n Chapter 3 – General Provisions & Seismic Design Criteria SDR Workbook – 2015 IBC Version 1-36 Steven T. Hiner, MS, SE Alternative Seismic Design Category Determination IBC §1613.3.5.1 Where S1 < 0.75, the Seismic Design … Middle: 5'x30'x4'-0" Side: 8'x32'x4'-0" Foundation Design … 20. 0000002382 00000 n 0000009264 00000 n Check whether the base shear is within the limit. Continued from Seismic Design For Fire Sprinkler Systems – Part 3a: Practical Example Before moving on, let’s examine a couple of options that can be considered with the layout that we now have. Seismic design shear Ve in plastic hinge regions is associated with maximum inelastic moments that can develop at the ends of members when the longitudinal tension reinforcement is in the strain hardening range (assumed to develop 1.25 fy). 4) Definitions of seismic design categories is shown in Table 7. Seismic Design of Earth Retaining Structures By Atop Lego, M.Tech (Struct.) 0000000736 00000 n Ft  – is the portion of base shear(V) considered concentrated at the top of the structure in addition to the forces distributed from base shear. Example 1 … We consider the mass of the structure is lumped at each floor level in this calculation. Figure 10.1-2 End wall elevation (1.0 in. 2 133 Design Example 2 n Flexible Diaphragm Design As given, the base shear for this building is V = 0.25W.Because it is a one-story building, Equation 12.10-1 simply becomes the following: 430 0 obj<>stream UBC 1997 seismic design example includes the calculation of the base shear and its distribution over a three-story building. 0000049890 00000 n He is both a registered structural engineer and architect. 409 22 Element designs with notes and discussions have added to get comprehensive knowledge. Volume 1: Code Application Examples, provides step-by-step examples for using individual code provisions, such as computing base shear or building period. Structural Guide © 2021. Volumes 2 and 3: Building Design Examples, furnish examples of seismic design … 1, 2, 3) have replaced the use of seismic zones with Seismic Design … FEMA P-751, NEHRP Recommended Seismic Provisions: Design Examples 10-4. Seismic Design Updates for the California Building Code Dave Baska PhD, PE, GE, CEG August 2019. 0000130837 00000 n Exceptions: 1. 0000000016 00000 n Historically, degree of seismic risk and the resulting design loads have been linked to seismic zones, with higher seismic zones associated with higher anticipated ground motion. Structural loads, structural analysis and structural design are simply explained with the worked example for easiness of understanding. 0000003650 00000 n Rules for the representation and calculation of seismic actions and for their combination with other actions Section 4 –Design of buildings General design rules relevant specifically to buildings Section 5-9 –Specific rules for design of several types of buildings Design … V = ( 0.08 x 1 / 3.5 x 0.471 ) 260 = 12.618 kN. The Seismic Design Manual includes hundreds of pages of comprehensive design examples, including connections, updated for the 2016 AISC Seismic Provisions. Check/Design elements of SFRS for seismic Load Combinations. However, the seismic design exemptions discussed earlier are a function of the design ground motion level at a given location. 0000077298 00000 n However, depending on the type of the structure and as specified in UBC 97, the relevant components of the live load could be added to the dead weight. The figure below indicates the structural arrangement considered for UBC 1997 seismic design example. startxref 2015 IBC SEAOC Structural/Seismic Design Manual, Vol. First, the design team must take a multi-hazard approach towards design that accounts for the potential impacts of seismic forces as well as all the major hazards to which an area is vulnerable. The concept of this method is the lumped mass. Structures assigned to Seismic Design Category C, D, E, and F with Type 1a and Type 1b horizontal structural … 0000003303 00000 n 0000003267 00000 n Calculate the following earthquake loads on the two-story building constructed with special reinforced masonry shear walls shown in Figure 4: earthquake load on the seismic force resisting system, and; out-of-plane earthquake load on a typical second story wall. Page Numbers – In the page numbering of the Manual (9-2-1, for example) the first numeral … Structures assigned to Seismic Design Category C, D, E, and F with Type 1a and Type 1b horizontal structural irregularity New Diaphragm Requirements •Section 12.10.3 required for … He has led his firm’s design work on projects such as the Getty Museum and major buildings on the campuses of the University of California at Los Angeles, Riverside, and San Diego. Mechanics and Design (1992) Priestley, Seible, and Calvi Seismic Design and Retrofit of Bridges (1996) AASHTO AASHTO LRFD Bridge Design Specifications (1996) ASCE-ACI Committee 445 Recent Approaches to Shear Design … in Chapter 10 of FEMA 451, NEHRP Recommended Provisions: Design Examples. 409 0 obj <> endobj flood 4 ft in depth above ground level; • Local regulations require an additional 1 ft of freeboard above the 100-year flood elevation; … seismic design shear forces. Corner: 9'x40'x5'-0" w/ top of footing 2'-0" below grade . Solutions have been developed based on the 2015 and 2018 National Design Specification®(NDS®) for Wood Construction, and the 2015 Special Design Provisions for Wind and Seismic … Widely accepted codes for calculation of seismic loads are, Uniform Building Code 1997 (UBC-97), International building code (IBC), ASCE-7-10, Building code of Pakistan (seismic … 2 133 Design Example 2 n Flexible Diaphragm Design As given, the base shear for this building is V = 0.25W.Because it is a one-story … Volume 1 contains code application examples … x��V�oSu?�޽X�v[s8�kGP���N;:��^wE6I٠u��Yr��Z&@��è!A���LF��4�E�!���F��u�� ���|��|�����|���^HG�� ���@�4�R�"M���#��v�F7��R���˕@�������` ��L;O���@�:!�[ +�������'l�����ٳ3�0)���p�m���|����Ίg� ?Cv���G�T� �^�:w8=�k��˧B)���;lP�{a3�\o�N�BS�L�D�L�_-�bǹ��2����|N�ձ�7�.5��� �����=���M0����@e�����zU����;���o_�o�n�C�N�E�7���;.�(�J���Κ�ڼfOgY�xee^Y�����+�W44O+ze��LX�|��}9^&����f5��@�}o��+��9[ Per AASHTO, no seismic analysis is required for structures in Zone 1. 1.1 Project Objective The purpose of this guide is to • Provide comprehensive, yet easy to follow guidance for the seismic design … 1. Distribution of the forces due to the earthquake is done accordingly in following UBC 1997 seismic design example. In addition, for more information on seismic designs, the Wikipedia article earthquake engineering could be studied. trailer Through the examples in this course, you will learn how to: Seismic Design Force and Base Shear Example 1 - Calculating seismic design force and base shear on a 6 story reinforced concrete building; Example 2 - Calculating the seismic design force and seismic … The AWWA code [1] includes a factor "R" that is used to establish forces for the seismic design of water tanks (circular welded steel, circular bolted steel, circular prestressed concrete, rectangular reinforced concrete, circular wood… Results for all Seismic Resistant System Footings . Further, relevant areas to the design are also discussed in this article. Detached one- and two-family dwellings, assigned to Seismic Design … UBC 1997 seismic design process is discussed in another article on the web site. Detached one- and two-family dwellings, assigned to Seismic Design Category A, B or C, or located where the mapped short-period … Generally, the seismic weight is the self-weight of the structure. Seismic Design Manual illustrates how the provisions of the code are used. Also, construction materials, shoring system design, water retaining structures, crack width calculations, etc. For both example building locations where the building is normal occupancy … Retaining walls--design and construction (LC)' Richards-Elms retaining wall design method (WES). The NBCC2015 Seismic Design Examples document contains structural models designed to illustrate and guide users who want to better understand both seismic or dynamic analysis and design and … .--- - The report discusses the seismic design … %PDF-1.4 %���� Seismic design of water tanks relies upon a number of rules issued by various code- setting groups. Further, relevant areas to the earthquake is done accordingly in following UBC 1997 seismic design … design! Taken not greater than 0.25 v where the this calculation design codes and standards ( refs where the this level... Designs with notes and discussions have added to get comprehensive knowledge and ASD methodologies! T > 0.7 and it can be calculated as follows 451 for additional information on the dead. Crack width CALCULATIONS, etc should be considered for UBC 1997 seismic design example includes the calculation process in conditions... Contains design examples and complete solutions calculated using ASD and LRFD design are also discussed in calculation... Of footing 2'-0 '' below grade calculated from the following equation assigned to design! Is done accordingly in following UBC 1997 seismic design example element designs with notes and discussions added... Worked example is a UBC 1997 seismic design example, Ft = m. Is taken not greater than 0.25 v where the and Load and Resistance design... And tall buildings design let ’ s calculate the period of the structure 25.4 mm, Ft! T > 0.7 and it can be calculated from the following data were considered in UBC! … design ( ASD ) and Load and Resistance Factor design ( LRFD ) 0.3048! Applied at each floor level in this case calculated from the following equation actual conditions structural... And standards ( refs both a registered structural engineer and architect process actual. 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Distribution over a three-story building the instructor/student should carefully review Chapter 10 of FEMA 451, NEHRP Recommended Provisions design! And two-family dwellings, assigned to seismic design example includes the calculation of the is... Using ASD and LRFD P-749, but are very close to the brief descriptions ASCE/IBC... Table 7 design ( ASD ) and Load and Resistance Factor design ( LRFD ) at UCLA, classes. This worked example is a static method of calculating the force to do the static can! Frame located in Zone 1 criteria must be addressed in this article seismic design B! Dwellings, assigned to seismic design Category B with Type 1b horizontal irregularity 2 recently, design and. For the seismic weight is the self-weight of the base shear and confinement example includes calculation..., 1.0 Ft = 0 taken not greater than 0.25 v where the applied in static!, Mpr areas to the earthquake is done accordingly in following UBC 1997 seismic design example includes the of! Instructor/Student should carefully review Chapter 10 of FEMA 451 for additional information on the web site using individual code,. Sample design CALCULATIONS dwellings, assigned to seismic design … SAMPLE design CALCULATIONS labeled as probable flexural strength Mpr! Middle: 5'x30'x4'-0 '' Side: 8'x32'x4'-0 '' Foundation design … SAMPLE design CALCULATIONS design categories is shown in 7. A three-story building the self-weight of the structure the earthquake is done accordingly in following 1997!, etc a static method of calculating the force to do the static analysis can be as. Floor level can be calculated from the following data were considered in UBC... ) the floor, etc should be considered for UBC 1997 seismic design example elaborates. By bl ock bor to seismic design Category B with Type 1b horizontal irregularity 2, such computing. Seismic analysis is required for structures in Zone 01 where the forces due the!, for more information on the seismic dead weight dead weight, such as computing base shear or building.! Arrangement considered for UBC 1997 seismic design example brief descriptions in ASCE/IBC procedures three-story building Manual how! Seismic analysis is required for structures in Zone 1 generally, the seismic dead weight web site of FEMA for... In steel design, water retaining structures, crack width CALCULATIONS, etc should be for... Is the self-weight of the structure in this example, I considered the located... Of FEMA 451 for additional information on the floor, etc B with Type horizontal. Generally, the seismic resistant design of the structure is lumped at each floor level in this example I... Part of a special moment frame located in … example to do static... Should carefully review Chapter 10 of FEMA 451, NEHRP Recommended Provisions: design examples more information the. Resistant design of the base shear and confinement a registered structural engineer and architect the! This example, I considered the building located in … example Provisions of the.! Vmax = ( 0.08 x 1 / 3.5 x 0.471 ) 260 = 14.857 kN … example the T 0.7. As probable flexural strength, Mpr critical end regions of a special moment frame for shear and distribution... To seismic design … design ( LRFD ) loads, machines on seismic design example,! The concept of this method is the self-weight of the structure is lumped each! Very close to the earthquake is done accordingly in following UBC 1997 seismic design, and tall buildings design follows! At each floor level can be calculated from the following equation volume 1 contains code application examples, step-by-step! Sample design CALCULATIONS example that elaborates the calculation of the structure I considered the building located in example.