Other Relevant Documents

PEER Tall Buildings Initiative Guidelines

Pacific Earthquake Engineering Research Center (2010). “Guidelines for Performance Based Seismic Design of Tall Buildings, Version 2.03,” Report No. 2017/06.

Pacific Earthquake Engineering Research Center (2010). “Guidelines for Performance Based Seismic Design of Tall Buildings, Version 1.0,” Report No. 2010/05.

Pacific Earthquake Engineering Research Center and Applied Technology Council (2010). “Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings,” PEER/ATC 72-1.


NIST Technical Briefs

NEHRP Consultants Joint Venture: A partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering (2014). “Use of High-Strength Reinforcement in Earthquake-Resistant Concrete Structures,” NIST GCR 14-917-30.

JP Moehle, T Ghodsi, JD Hooper, DC Fields, R Gedhada(2012). “Seismic Design of Cast-in-Place Concrete Special Structural Walls and Coupling Beams: A Guide for Practicing Engineers”, NEHRP Seismic Design Technical Brief No. 6, NIST GCR 11-917-11REV-1.

R Sabelli, TA Sabol, WS Easterling (2011). “Seismic Design of Composite Steel Deck and Concrete-filled Diaphragms: A Guide for Practicing Engineers,” NEHRP Seismic Design Technical Brief No. 5, NIST GCR 11-917-10.

GG Deierlein, AM Reinhorn, MR Willford (2010). “Nonlinear Structural Analysis For Seismic Design: A Guide for Practicing Engineers,” NEHRP Seismic Design Technical Brief No. 4, NIST GCR 10-917-5.

JP Moehle, JD Hooper, DJ Kelly, TR Meyer (2010). “Seismic Design of Cast-in-Place Concrete Diaphragms, Chords, and Collectors: A Guide for Practicing Engineers,“ NEHRP Seismic Design Technical Brief No. 3, NIST GCR 10-917-4.

RO Hamburger, H Krawinkler, JO Malley, SM Adan (2009). “Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers,” NEHRP Seismic Design Technical Brief No. 2, NIST GCR 09-917-3.

JP Moehle, JD Hooper, CD Lubke (2008). “Seismic Design of Reinforced Concrete Special Moment Frames: A Guide for Practicing Engineers,” NEHRP Seismic Design Technical Brief No. 1, NIST GCR 8-917-1.


Earthquake Reconnaissance Reports

F Naeim, M Lew, LD Carpenter, NF Youssef, F Rojas, GR Saragoni and MS Adaros (2011). “Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake”, The Structural Design of Tall and Special Buildings, 10.1002/tal.675

M Lew, F Naeim, LD Carpenter, NF Youssef, F Rojas, GR Saragoni and MS Adaros (2010). “The Significance of the 27 February 2010 offshore Maule, Chile Earthquake”, The Structural Design of Tall and Special Buildings, 10.1002/tal.668

LATBSDC (2010) The slides for the "Performance of Tall Buildings During the 2/27/2010 Chile Magnitude 8.8 Earthquake" preliminary briefing slides.

F Rojas, F Naeim, M Lew, LD Carpenter, NF Youssef, GR Saragoni and MS Adaros (2010). “Performance of tall buildings in Concepcion during the 27 February 2010 moment magnitude 8.8 offshore Maule, Chile earthquake”, The Structural Design of Tall Buildings, 10.1002/tal.674

F Naeim and M Lew (2000). “The 1999 Earthquake Disasters Worldwide: How many times do we have to re-learn the fundamentals of Seismic Engineering?", The Structural Design of Tall Buildings, 9:152-182

F Naeim, M Lew, SC Huang, HK Lam and LD Carpenter (2000). “The Performance of tall buildings during the 21 September 1999 Chi-chi Earthquake, Taiwan”, The Structural Design of Tall Buildings, 9:137-160

F Naeim, M Lew, SC Huang, HK Lam and LD Carpenter (2000). “Typical construction practices for tall buildings in Taiwan”, The Structural Design of Tall Buildings, 9:117-136

F Naeim, M Lew, SC Huang, HK Lam and LD Carpenter (2000). “Design Practice for Tall Buildings in Taiwan”, The Structural Design of Tall Buildings, 9:107-115.