Description
Sponsors & Editors:
Sponsored by ACI Committee 374, Performance-Based Seismic Design of Concrete Buildings
Editors: Jeff Dragovich, Mary Beth Hueste, Brian Kehoe, and Insung Kim
Performance-Based Seismic Design (PBSD) of reinforced concrete buildings has rapidly become a widely used alternative to the prescriptive requirements of building code requirements for seismic design. The use of PBSD for new construction is expanding, as evidenced by the design guidelines that are available and the stock of building projects completed using this approach. In support of this, the mission of ACI Committee 374, Performance-Based Seismic Design of Concrete Buildings, is to “Develop and report information on performance-based seismic analysis and design of concrete buildings.”
During the ACI Concrete Convention, October 15-19, 2017, in Anaheim, CA, Committee 374 sponsored three technical sessions titled “Performance-Based Seismic Design of Concrete Buildings: State of the Practice.” The sessions presented the state of practice for the PBSD of reinforced concrete buildings. These presentations brought together the implementation of PBSD through state-of-the-art project examples, analysis observations, design guidelines, and research that supports PBSD.
This special publication reflects the presentations in Anaheim. Consistent with the presentation order at the special sessions in Anaheim, the papers in this special publication are ordered in four broad categories: state-of-the-art project examples (papers 1-5), lateral system demands (papers 6-8), design guidelines (papers 9-10), and research and observed behavior (papers 11-13).
On behalf of Committee 374, we wish to thank each of the authors for sharing their experience and expertise with the session attendees and for their contributions to this special publication.
Table of Contents
SP-339-1:
Performance-Based Seismic Design of the Tocumen Airport Terminal 2
Authors: Xiaonian Duan, Andrea Soligon, Jeng Neo, and Anindya Dutta
1-21
SP-339-2:
Revitalizing a Community Space Using Performance-Based Seismic Design
Authors: Saeed Fathali, Bret Lizundia, and Francisco Parisi
22-35
SP-339-3:
First Performance-Based Seismic Design Tower in Oakland, California
Authors: Devin Daniel and Ian McFarlane
36-48
SP-339-4:
Efficient Design of Slender Core-Only Tower Using PBSD
Mark Sarkisian, Eric Long, and David Shook
49-68
SP-339-5:
Performance-Based Seismic Design in Reinforced Concrete Tall Buildings in Indonesia
Authors: Sugeng Wijanto, Nelson M. Angel, José I. Restrepo, and Joel P. Conte
69-83
SP-339-6:
Analysis and Design of Reinforced Cast-in-Place Concrete Diaphragms
Authors: Drew A. Kirkpatrick, Leonard M. Joseph, J. Ola Johansson, and C. Kerem Gulec
84-104
SP-339-7:
Seismic Shear Force Amplification in Concrete Shear Walls for Buildings Under 240’ (73m) – Performance-Based Seismic Design vs Code Level Design
Authors: Tom C. Xia and Doug Lindquist
105-120
SP-339-8:
Trends in Demands for Concrete Performance-Based Seismic Design Towers
Authors: Kevin Aswegan and Ian McFarlane
121-133
SP-339-9:
Assessment of a 12-Story Reinforced Concrete Special Moment Frame Building Using Performance-Based Seismic Engineering Standards and Guidelines:ASCE 41, TBI, and LATBSDC
Authors: Mustafa K. Buniya, Andre R. Barbosa, and Siamak Sattar
134-154
SP-339-10:
Guidelines for the Performance-Based Seismic Design of Seismic Category 1 Concrete Structures in Nuclear Power Plants
Author: John S. Ma
155-172
SP-339-11:
Recommendations for Modeling the Nonlinear Response of Flexural Reinforced Concrete Walls Using Perform
Authors: Laura N. Lowes, Dawn E. Lehman, and Carson Baker
173-195
SP-339-12:
Interaction of Sliding, Shear, and Flexure for Earthquake Design of Reinforced Concrete Shear Walls
Authors: Burkhart Trost, Harald Schuler, and Bozidar Stojadinovic
196-216
SP-339-13:
Seismic Performance of Full-Scale Reinforced Concrete Beam-Column Connections Extracted From Earthquake-Damaged Buildings
Authors: Giulio Leon Flores, Reza V. Farahani, Hussien Abdel Baky, and Paul C. Rizzo
217-238