CE 549 Building Design Project Spring Semester 2013

Similar documents
Council on Tall Buildings

Application of Buckling Restrained Braces in a 50-Storey Building

CVEN 483. Structural System Overview

22. DESIGN OF STEEL BRACED FRAMES Eccentrically Braced Steel Frames

Lateral Design of Mid- Rise Wood Structures

4.2 Tier 2 Analysis General Analysis Procedures for LSP & LDP

one structural behavior, systems and design Course Description Course Description Syllabus & Student Understandings statics mechanics of materials

SEAU 5 th Annual Education Conference 1. ASCE Concrete Provisions. Concrete Provisions. Concrete Strengths. Robert Pekelnicky, PE, SE

CIVIL BREADTH Exam Specifications

IJSRD - International Journal for Scientific Research & Development Vol. 4, Issue 10, 2016 ISSN (online):

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 2, 2011

Design Example 2 Reinforced Concrete Wall with Coupling Beams

DESIGN CRITERIA. Allowable Stress Design (ASD) AISC-1999.

International Journal of Advanced Structural Engineering, Vol. 3, No. 1, Pages , July 2011

LATERAL DRIFT DESIGN IN COLD FORMED STEEL WALL SYSTEMS

DESIGN OF GRAVITY-LOAD RESISTING FRAMES FOR SEISMIC DISPLACEMENT DEMANDS

3.5 Tier 1 Analysis Overview Seismic Shear Forces

PEER Tall Building Seismic Design Guidelines

NONLINEAR STATIC ANALYSIS OF R.C.C. FRAMES (Software Implementation ETABS 9.7)

CALIFORNIA STATE UNIVERSITY, SACRAMENTO. College of Engineering and Computer Science. Construction Management Program

Structural Redesign Gravity System

This point intends to acquaint the reader with some of the basic concepts of the earthquake engineer:

The designer shall also submit additional information required by the University as described and underlined below.

Global Village Rochester Institute of Technology Rochester, New York

Analysis of Various Steel Bracing Systems using Steel Sections for High Rise Structures

CE 3150 Reinforced Concrete Design Design Project

Technical Report 3. Alyssa Stangl Structural Option Advisor Dr. Linda Hanagan L A J O L L A C O M M O N S P H A S E I I O F F I C E T O W E R

PEER Tall Building Seismic Design. Purpose of Analysis. Service Level and MCE Analysis. Ronald O. Hamburger

EARTHQUAKE DESIGN CONSIDERATIONS OF BUILDINGS. By Ir. Heng Tang Hai

Analytical Study on Seismic Performance of Hybrid (DUAL) Structural System Subjected To Earthquake

Stability Analysis of Rigid Steel Frames With and Without Bracing Systems under the Effect of Seismic and Wind Loads

PricewaterhouseCoopers Building Oslo, Norway

Seismic Rehabilitation of Selby Condominium Complex, Montreal (Quebec), Canada

Wood Solutions Fair, 2014, Toronto

Evaluation of Earthquake Risk Buildings with Masonry Infill Panels

NONLINEAR PERFORMANCE OF A TEN-STORY REINFORCED CONCRETE SPECIAL MOMENT RESISTING FRAME (SMRF)

Table of Contents.2. Introduction...3 Gravity Loading and Deflections..4. Existing Structural System..8

Sabah Shawkat Cabinet of Structural Engineering 2017

COST C26. Urban Habitat Constructions under Catastrophic Events EARTHQUAKE RESISTANCE WG 2 Session, March 30th

SEISMIC CAPACITY EVALUATION OF POST-TENSIONED CONCRETE SLAB-COLUMN FRAME BUILDINGS BY PUSHOVER ANALYSIS

IJSRD - International Journal for Scientific Research & Development Vol. 4, Issue 05, 2016 ISSN (online):

PERFORMANCE STUDY OF RETROFITTED GRAVITY LOAD DESIGNED WALL FRAME STRUCTURES (SC-140)

Performance Based Seismic Design of Reinforced Concrete Building

Comparative Study of Different Codes in Seismic Assessment

HYBRID MOMENT RESISTING STEEL FRAMES

MIDAS Training Series

SEISMIC DESIGN REQUIREMENTS FOR REINFORCED CONCRETE BUILDINGS

Deformation Capacity of RC Structural Walls without Special Boundary Element Detailing

OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO

Requirements for Foundations on Liquefiable Sites

PRECAST CONCRETE CONNECTIONS - US PRACTICE

NON-LINEAR STRUCTURAL INTEGRITY ANALYSIS

REHABILITATION OF RC BUILDINGS USING STRUCTURAL WALLS

Johns Hopkins Graduate Student Housing. Thesis Proposal. 929 North Wolfe Street Baltimore, Maryland Brad Oliver Structural Advisor: Professor Memari

NATIONAL HARBOR BUILDING M OXON HILL, MARYLAND. Ryan Sarazen Structural Option Technical Report 3 Faculty Consultant: Dr.

Types Of Roofs - Vault

Structural Technical Report 1 Structural Concepts / Structural Existing Conditions Report

Earthquakes Analysis of High Rise Buildings with Shear Walls at the Center Core and Center of Each Side of the External Perimeter with Opening

Precast Concrete Bearing Wall Panel Design (Alternative Analysis Method) (Using ACI )

CIVE Concrete I Fall

Challenges and Opportunities for the Structural Design of the Jamsil Lotte World Tower

Seismic Analysis of Truss Bridges with Tall Piers

Marina Bay Sands Hotel Arch 631 Kayla Brittany Maria Michelle

Structural Glossary. ARCH 631 Structural Glossary F2014abn

PEER/ATC-72-1 Modeling and Acceptance Criteria for. Overview. Jon A. Heintz

Nonlinear Analysis And Performance Assessment for 3D Structure

ADAPT-PTRC 2016 Getting Started Tutorial ADAPT-PT mode

SEISMIC DEISGN GUIDELINES FOR TALL BUILDINGS. Developed by the. Pacific Earthquake Engineering Research Center. Under its. Tall Buildings Initiative

REINFORCING TABLES INSTALLATION MANUAL

Available at ISSN

William W. Wilkins Professional Building

Thesis Proposal. Nasser Marafi. Center & Facility Service Building. St. Joseph Hospital of Orange Patient Care. Proposal

ATC-72 of the PEER Tall Buildings Initiative: Interim Guidelines on Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings

CAUSES OF STRUCTURAL DAMAGE DUE TO EARTHQUAKES

Technical Assignment 1 10/8/03

INTERNATIONAL JOURNAL OF PURE AND APPLIED RESEARCH IN ENGINEERING AND TECHNOLOGY

SEISMIC VULNERABILITY ASSESSMENT OF STEEL PIPE SUPPORT STRUCTURES

Structural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Building B

REINFORCED CONCRETE WALL BOUNDARY ELEMENT LONGITUDINAL REINFORCING TERMINATION

Seismic Analysis of Steel Frames with Different Bracings using ETSBS Software.

MITRE 3 Building McLean VA

COMPARATIVE REPORT CYPECAD VS. ETABS

Design check of BRBF system according to Eurocode 8 Use of pushover analysis

VERTICAL AND HORIZONTAL LATERAL LOAD SYSTEMS

Lateral load basics Code acceptance of Standard. Standard Overview 2008 Wind & Seismic Standard. Wind. Wind Load Path. IBC Section 1604.

Effect of Concentric Braces on the Behaviour of Steel Structure by Pushover Analysis

Pile to Slab Bridge Connections

Two-way slabs. Flat plate with or without drop panels / capitals

Advance Design of Reinforced Concrete Structures CE-5115

Bijan Khaleghi, Ph, D. P.E., S.E.

Pushover Analysis of Steel Frame Structures with Different Types of Bracing System

Tech Tips SidePlate Connections FAQ 09/30/2017

SEISMIC ANALYSIS AND RETROFIT OF EXISTING MULTI- STOREYED BUILDINGS IN INDIA AN OVERVIEW WITH A CASE STUDY

SEISMIC ISOLATION FOR MEDIUM RISE REINFORCED CONCRETE FRAME BUILDINGS

HOTEL NORTHEAST U.S. JORDAN RUTHERFORD STRUCTURAL OPTION FACULTY ADVISOR DR. THOMAS BOOTHBY AE SENIOR THESIS APRIL 8, 2013

Comparative Study of R.C.C and Steel Concrete Composite Structures

Modelling of RC moment resisting frames with precast-prestressed flooring system

Proposal. PricewaterhouseCoopers Oslo, Norway

Transcription:

CE 549 Building Design Project Spring Semester 2013 Instructor: Farzad Naeim, Ph.D., S.E., Esq. E-Mail: naeim@usc.edu Syllabus Overview: We will design a mid-rise office building using a team-approach and following the procedures commonly utilized by reputable structural engineering consulting firms. Basic understanding of steel design, R/C design and dynamic response of structures is presumed. During the length of the semester, the class functions as a typical design team in an office. Students function as project design engineers (DE). For each project task, one student undertakes the responsibilities of the project manager (PM) and leads the team. Typically, DEs have a week to finish an assignment while the PM has two weeks (one week to study the topic in detail and another week to review and approve DE s work and assemble calculations and sketches into a coherent section of what would become the class s common Project Design Binder at the end of the semester). The instructor will provide the lectures and act as the Principal of the design firm. In addition, each student will select a relevant topic of interest and make a 15 minute PowerPoint presentation to the class at the end of the semester. We will be using typical computational tools used in analysis and design of real buildings including spreadsheets and contemporary structural engineering software. Computer Requirements: Since all students will act as members of an integrated design team, communication among students in between classes is vital to the success of the project. In order to facilitate this communication and create a central depository of information and calculations for the project, the course is organized using the Blackboard Learning System (blackboard.usc.edu). Completed assignments will be turned in online in digital form so that they can be assembled into the Project Design Binder. Students need to have the following computer hardware and software: 1. A PC (or Mac) with connection to Internet capable of running Windows XP or later and an e-mail account. You will install and maintain a variety of software on this PC. Therefore, using a public PC is not going to work. 2. Microsoft Office (Word, Excel, PowerPoint) or compatible software. 3. A PDF file creation utility. Please note that a full version of Adobe Acrobat, although nice, is not necessary as there are several inexpensive PDF creation tools available for download on the Internet. 1

Textbooks: A useful, but not mandatory, book to have for this class is: Williams, A., Seismic and Wind Forces Structural Design Examples, 3 rd Edition, International Code Council, 2006. Two other books that are helpful and you can also draw on for your individual presentations are the following which will be distributed to students in PDF format at no charge. Designing for Earthquakes A Manual for Architects, FEMA 454, Federal Emergency Management Agency, 2006. Techniques for the Seismic Rehabilitation of Existing Structures, FEMA 547, Federal Emergency Management Agency, 2006. Grading: Attendance and Participation: 5% Project Assignments: DE work PM work Final Exam (consisting of an Individual Study and PowerPoint Presentation): Quizzes: 75% 50% 25% 20% Extra Credit Class Schedule: 1 01/14/13 2 01/21/13 No Class Welcome to Building Design Project: Overview of the project we will be working on; governing codes and standards; project participation process; design criteria; table of content and format of the Project Design Binder; communication protocols; design office procedures from job procurement to final design; importance of good engineering and consequences of bad engineering; the tools of the trade; current practice versus current state of knowledge 2

3 01/28/13 4 02/04/13 5 02/11/13 6 02/18/13 No Class 7 02/25/13 8 03/04/13 Preliminary Design: back of the envelope calculations and rules of thumb for proportioning structural members and systems; preliminary sizing of steel and concrete beams; columns and various floor systems; formulas for estimating lateral displacements and drift control for moment frames; braced frames and walls. Fundamentals of Structural Dynamics: Review of necessary dynamics concepts such as periods, mode shapes, response spectrum and design spectrum. Gravity Design I (steel construction alternative): Dead and live loads; ASCE 7 definitions; IBC load combinations; the concept of sustained load; tributary area and load path; design of steel flexural members; composite floor system; design of composite floor deck, beams and girders; column load rundown to foundations and sizing of gravity columns; introduction to deformation compatibility Gravity Design II: (serviceability and other issues): floor vibration from human activity; design for human comfort due to walking and rhythmic activities; deflection control; diaphragm openings; beam and girder web openings; steel gravity connections Lateral Design I: Introduction to wind and seismic effects; ASCE 7-05 wind load distributions; ASCE 7 seismic design criteria; horizontal and vertical irregularities; occupancy and seismic design categories; design wind and seismic forces; static and dynamic distribution of forces; foundation issues; IBC load combinations for wind and seismic effects; special seismic loads and design coefficients; R, C d, and Ω 0 factors; height limitations; site conditions; base shear and shear distribution over the height; diaphragm forces Lateral Design II (Design of Steel Special Moment Frame Alternative): Review of past performance of SMRF systems; principles of SMRF design; pre-qualified connections; reduced beam section (RBS) connection; design of RBS systems; strong column weak girder requirement; drift design; P-Δ effects and their importance 3

9 03/011/13 10 03/18/13 No Class 11 03/25/13 12 04/01/13 * 13 04/08/13* 14 04/15/13 Lateral Design III (Design of Concentric Braced Frame Alternative): Description and types of Concentrically Braced Frames (CBF); behavior of CBFs; AISC Seismic Provisions for Special CBFs; developing ductile behavior in CBF; overturning and overall stability; forces in beams, columns, and braces; design of connections; foundation issues Lateral Design IV (Design of Eccentric Braced Frame Alternative): Description and types of Eccentric Braced Frames (EBF); behavior of EBFs; AISC Seismic Provisions for Special EBFs; shear link behavior; link plastic rotations; proportioning EBFs; design approach for EBFs; forces in beams, columns, braces and the shear link; design of brace and shear link; design of connections; foundation issues Gravity Design III and Lateral Design V (Concrete construction alternatives): Floor slab alternatives; R/C or PT?; ACI 318 provisions; common methods for design of R/C and PT floor slabs; advantages and disadvantages of each system; design of slab and beam R/C floors; Design of PT flat plate floors; significance of punching shear; solutions for punching shear problem; design of members for flexure, axial load; shear and torsion; reinforcement selection; development of reinforcement Lateral Design VI (RC Seismic Detailing): Behavior of R/C frames and walls; P-Δ effects and their importance; IBC and ACI 318 provision for seismic design and detailing of R/C frames and walls; significance of confinement; longitudinal and transverse reinforcement details; precast options; seismic detailing of slabs; strong column weak girder requirement; columns supporting discontinued stiff members Lateral Design VII (Seismic Design of Floor Diaphragms): The role of a diaphragm in a building; diaphragm classification; rigid, flexible and semi-flexible diaphragms; collectors, chords and drags; diaphragm design procedures; diaphragm deflections; diaphragm modeling issues; potential diaphragm problems * May need to reschedule due to instructor being out of town. 4

15 04/22/13 Foundation Design: Overview of foundation alternatives; design of spread footings; design of combined footings; design of grade beams; design of piles and pile caps; design of mat foundation; an introduction to soilstructure-interaction and its impact on response of the building 16 04/29/13 Putting it all together 17 05/06/13 No Class 18 05/13/13 Final Exam / Student Presentations 5