Bosco Verticale Named One of the World's 50 Most Iconic Skyscrapers
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Case Study: Pearl River Tower, Guangzhou, China
ctbuh.org/papers Title: Case Study: Pearl River Tower, Guangzhou, China Authors: Roger Frechette, Director of Sustainable Engineering, Skidmore, Owings & Merrill Russell Gilchrist, Director of Technical Architecture, Skidmore, Owings & Merrill Subjects: Architectural/Design Building Case Study Sustainability/Green/Energy Keywords: Embodied Energy Energy Consumption Façade Sustainability Publication Date: 2008 Original Publication: CTBUH 2008 8th World Congress, Dubai Paper Type: 1. Book chapter/Part chapter 2. Journal paper 3. Conference proceeding 4. Unpublished conference paper 5. Magazine article 6. Unpublished © Council on Tall Buildings and Urban Habitat / Roger Frechette; Russell Gilchrist ‘Towards Zero Energy’ A Case Study of the Pearl River Tower, Guangzhou, China Roger E. Frechette III, PE, LEED-AP1 and Russell Gilchrist, RIBA2 1Director of Sustainable Engineering, 2Director of Technical Architecture, Skidmore, Owings & Merrill, LLP, Chicago, IL, USA Abstract Architects and engineers have a significant responsibility to ensure that the design and execution of all new construction projects be of the ‘lightest touch’ in both energy consumption, real and embodied, to ensure the longevity of the precious natural resources remain on this planet. The goal to achieve ‘carbon neutrality’ is quite possibly the single most important issue facing architects and engineers today, given the empirical evidence that construction projects far outstrip both industry and transportation as the largest contributors to carbon emissions in the world. This paper will attempt to both define what is meant by ‘carbon neutral’ in the context of building design as well as using the case study to demonstrate how such an approach might be achieved it examines the challenges of achieving a net zero energy building, both from an energy consumption perspective as well as the embodied energy of the construction. -
SOM/CHICAGO Sustainability Review
SOM/CHICAGO Sustainability Review RECENT & UPCOMING ProJects | Issue 1 SKIDMORE, OWINGS & MERRILL LLP 224 SOUTH MICHIG AN AVENUE CHICAGO, ILLINOIS 60 60 4 Sustainable_brochure_v2_12.indd 1 10/24/07 4:12:09 PM SOM/CHICAGO SUSTAINABILITY REVIEW | IssUE 1 For additional information, please contact: SOM/CHICAGO Skidmore, Owings & Merrill LLP 224 South Michigan Avenue Suite 1000 Sustainability Review Chicago, Illinois 60604 T: +1 (312) 554 9090 F: +1 (312) 360 4554 E: [email protected] www.som.com PUBLISHED BY Skidmore, Owings & Merrill LLP Copyright © 2007 by Skidmore, Owings & Merrill LLP All rights reserved. No part of this publication may be reproduced, stored in a retrieval system or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the “Civilizations leave marks on the earth by which written permission of Skidmore, Owings & Merrill LLP. they are known and judged. In large measure the Printed on 100% post-consumer paper, Processed Chlorine Free (PCF), FSC Recycled nature of their immortality is gauged by how well and manufactured using biogas energy. their builders made peace with the environment.” Nathaniel Owings T H E Am E R I C A N A E S THETI C ( 1 9 6 9 ) SOM/Chicago Sustainable History 1958 1979 1981 1986 1997 2002 Warren Petroleum Banco de Occidente King Abdulaziz International The Terraces at Apollo Office Building Millennium Park Master Plan Headquarters Guatemala City, Guatemala Airport - Haj Terminal Perimeter Center Amsterdam, The Netherlands Chicago, Illinois, USA Tulsa, Oklahoma, USA Jeddah, Saudi Arabia Atlanta, Georgia, USA Local materials such as The five-story Apollo Office The Millennium Park Master To provide protection from stucco, mahogany and Using indigenous archetypes The 11-story twin atrium office Building is located in the Plan completes Daniel Tulsa’s extreme sun conditions, volcanic stone pavers, and and case studies, SOM buildings were designed with historic center of Amsterdam. -
Discover Hidden Value
With your help, we develop a strategy to maximize Discover both the total asset value and revenue generated by your building(s). We mitigate dispute risks and Hidden provide dynamic access to building and occupant Value related data throughout the ownership life-cycle. Measurement Report Occupant Services Starting with a thorough audit of existing Change is inevitable. However, with Stevenson construction documents and measurement Systems providing a comprehensive collection of reports, we follow up with on-site laser measured drawing types, lease exhibits, as-builts, cleaning verification, producing a comprehensive report calculations and suite calculation updates that strategically applies the correct produced within 30 minutes or less, you will be ready to execute your business strategy. measurement standard(s) to achieve the best result for the intended use. As-Builts Analytics Our laser measured, methodically collected Discover meaningful information hidden in your as-built drawings are carried out to the highest data. Our in-depth visual analyses allow you to standards of architectural integrity and serve as gain insight, ask new questions, spot trends, the foundation for many of our products and identify opportunities and make data-guided services. decisions with confidence. Consulting Measurement Standards Our comprehensive advisory service is Intimately involved with creating predominant supported by 30 years of experience and the global measurement standards since 1980’s, we analysis of more than one billion square feet of are -
China Megastructures: Learning by Experience
AC 2009-131: CHINA MEGASTRUCTURES: LEARNING BY EXPERIENCE Richard Balling, Brigham Young University Page 14.320.1 Page © American Society for Engineering Education, 2009 CHINA MEGA-STRUCTURES: LEARNING BY EXPERIENCE Abstract A study abroad program for senior and graduate civil engineering students is described. The program provides an opportunity for students to learn by experience. The program includes a two-week trip to China to study mega-structures such as skyscrapers, bridges, and complexes (stadiums, airports, etc). The program objectives and the methods for achieving those objectives are described. The relationships between the program objectives and the college educational emphases and the ABET outcomes are also presented. Student comments are included from the first offering of the program in 2008. Introduction This paper summarizes the development of a study abroad program to China where civil engineering students learn by experience. Consider some of the benefits of learning by experience. Experiential learning increases retention, creates passion, and develops perspective. Some things can only be learned by experience. Once, while the author was lecturing his teenage son for a foolish misdeed, his son interrupted him with a surprisingly profound statement, "Dad, leave me alone....sometimes you just got to be young and stupid before you can be old and wise". As parents, it's difficult to patiently let our children learn by experience. The author traveled to China for the first time in 2007. He was blindsided by the rapid pace of change in that country, and by the remarkable new mega-structures. More than half of the world's tallest skyscrapers, longest bridges, and biggest complexes (stadiums, airports, etc) are in China, and most of these have been constructed in the past decade. -
Thompson Center, Thompson Center Name of Multiple Property Listing N/A (Enter "N/A" If Property Is Not Part of a Multiple Property Listing)
NPS Form 10900 OMB No. 10240018 United States Department of the Interior National Park Service National Register of Historic Places Registration Form This form is for use in nominating or requesting determinations for individual properties and districts. See instructions in National Register Bulletin, How to Complete the National Register of Historic Places Registration Form. If any item does not apply to the property being documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter only categories and subcategories from the instructions. Place additional certification comments, entries, and narrative items on continuation sheets if needed (NPS Form 10-900a). 1. Name of Property historic name State of Illinois Center other names/site number James R. Thompson Center, Thompson Center Name of Multiple Property Listing N/A (Enter "N/A" if property is not part of a multiple property listing) 2. Location street & number 100 West Randolph Street not for publication city or town Chicago vicinity state Illinois county Cook zip code 60601 3. State/Federal Agency Certification As the designated authority under the National Historic Preservation Act, as amended, I hereby certify that this nomination request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic Places and meets the procedural and professional requirements set forth in 36 CFR Part 60. In my opinion, the property meets does not meet the National Register Criteria. I recommend that this property be considered significant at the following level(s) of significance: national statewide local Applicable National Register Criteria: A B C D Signature of certifying official/Title: Deputy State Historic Preservation Officer Date Illinois Department of Natural Resources - SHPO State or Federal agency/bureau or Tribal Government In my opinion, the property meets does not meet the National Register criteria. -
SMIP18 Seminar Proceedings
SMIP18 Seminar Proceedings STRONG MOTION INSTRUMENTATION OF TWO NEW SUPER TALL BUILDINGS IN CALIFORNIA AND RESULTS FROM AMBIENT AND EARTHQUAKE RESPONSE DATA Moh Huang, Daniel Swensen, Hamid Haddadi and Troy Reitz Strong Motion Instrumentation Program, California Geological Survey, Department of Conservation, Sacramento, California Abstract The Wilshire Grand Tower in Los Angeles and the Salesforce Tower in San Francisco are two new super tall buildings in California. Both buildings use concrete core shear walls to resist earthquake forces and were designed using a performance-based seismic design approach. During construction, the Wilshire Grand Tower and the Salesforce Tower were extensively instrumented with 36 and 32 sensors, respectively, in a joint effort by the owners and the California Strong Motion Instrumentation Program. This paper describes the sensor locations in the buildings and the instrumentation objectives. Data recorded at the Salesforce Tower during the M4.4 Berkeley earthquake of January 4, 2018, and the ambient vibration data obtained by the instrumentation systems in both buildings are presented. Results from some preliminary analyses of the data are also discussed. Introduction The Wilshire Grand Tower in downtown Los Angeles, shown in Figure 1, is a 73-story mixed-use office and hotel building with a surrounding podium. The main tower has 900 hotel rooms on the upper 40 floors, 400,000 square feet of office space, and various restaurants and retail spaces. The height of a typical story is 11.5 feet for hotels and 14 feet for offices. The top of the structure features restaurants, an architectural roof top sail and an architectural spire. -
Thomas Kerwin Thomas Kerwin Biography
THOMAS KERWIN THOMAS KERWIN BIOGRAPHY Before founding bKL Architecture, Thomas Kerwin was a Partner at Skidmore, Owings & Merrill (SOM) in Chicago, where he began his architecture career in 1986. At SOM, Kerwin developed a special expertise in the management of highly complex, large-scale urban projects across the globe. He lived and worked in Manila, Philippines, during the mid-1990s. Kerwin has BIOGRAPHY participated in the design and construction of significant commercial and civic buildings around the world over the past two decades, including the Greenland Financial Center in Nanjing, China; Pearl River Tower in Guangzhou, China; White Magnolia Plaza and Chongming Island Master Plan in Shanghai, China; Rockwell Center in Manila, Philippines; and the Broadgate Development Exchange House in London, England. These projects have led to numerous awards and worldwide recognition in the industry. Along with more than two decades of international experience, Kerwin is committed to civic endeavors and projects in the Midwest and at home in Chicago. Kerwin’s tireless efforts as a member of the Chicago 2016 Committee and as the Managing Partner of SOM’s Olympic team have earned him universal praise from the architectural community, city government, and business and civic leaders. His concern for the well being of urban and regional communities can be seen in his determination to positively shape their future. Kerwin is a Fellow of the American Institute of Architects (AIA) and a past President of AIA Chicago. He is on the Board of Directors of the Chicago Sports Commission. He is an active member of The Commercial Club of Chicago, The Economic Club of Chicago, Chicago Sister Cities International, The Chicago Council on Global Affairs, Urban Land Institute and Executives Club of Chicago. -
Signature Redacted Department of Civil and Environmental Engineering May 21, 2015
TRENDS AND INNOVATIONS IN HIGH-RISE BUILDINGS OVER THE PAST DECADE ARCHIVES 1 by MASSACM I 1TT;r OF 1*KCHN0L0LGY Wenjia Gu JUL 02 2015 B.S. Civil Engineering University of Illinois at Urbana-Champaign, 2014 LIBRAR IES SUBMITTED TO THE DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF ENGINEERING IN CIVIL ENGINEERING AT THE MASSACHUSETTS INSTITUTE OF TECHNOLOGY JUNE 2015 C2015 Wenjia Gu. All rights reserved. The author hereby grants to MIT permission to reproduce and to distribute publicly paper and electronic copies of this thesis document in whole or in part in any medium now known of hereafter created. Signature of Author: Signature redacted Department of Civil and Environmental Engineering May 21, 2015 Certified by: Signature redacted ( Jerome Connor Professor of Civil and Environmental Engineering Thesis Supervisor Accepted bv: Signature redacted ?'Hei4 Nepf Donald and Martha Harleman Professor of Civil and Environmental Engineering Chair, Departmental Committee for Graduate Students TRENDS AND INNOVATIONS IN HIGH-RISE BUILDINGS OVER THE PAST DECADE by Wenjia Gu Submitted to the Department of Civil and Environmental Engineering on May 21, 2015 in Partial Fulfillment of the Degree Requirements for Master of Engineering in Civil and Environmental Engineering ABSTRACT Over the past decade, high-rise buildings in the world are both booming in quantity and expanding in height. One of the most important reasons driven the achievement is the continuously evolvement of structural systems. In this paper, previous classifications of structural systems are summarized and different types of structural systems are introduced. Besides the structural systems, innovations in other aspects of today's design of high-rise buildings including damping systems, construction techniques, elevator systems as well as sustainability are presented and discussed. -
University of Cincinnati
UNIVERSITY OF CINCINNATI Date:___________________ I, _________________________________________________________, hereby submit this work as part of the requirements for the degree of: in: It is entitled: This work and its defense approved by: Chair: _______________________________ _______________________________ _______________________________ _______________________________ _______________________________ Sustainable Skyscraper - Energy from Immediate Surrounding and Within A Thesis submitted to the Division of Research and Advanced Studies of the University of Cincinnati In partial fulfillment of requirements for the degree of MASTER OF ARCHITECTURE In the School of Architecture and Interior Design Of the College of Design, Architecture, Art, and Planning 2008 By Minnu Srinivasan Bachelors in Mechanical Engineering College of Engineering Trivandrum, India 1997 School of Architecture and Interior Design, DAAP Committee Chair: Professor Tom Bible Professor Elizabeth Riorden Professor Gerald Larson ii Abstract The early dwelling was a direct response to natural elements. As time elapsed, with technological advances and emergence of global culture, the gap between the relationships of nature with the human race widened. Can a large-scale building be designed that is evolved out of the relationship with the immediate environment and the environment within? Can it increase the awareness of the user about the relationship of the building and our actions on the environment to enable a paradigm shift in reacting in a more responsible manner? The exploration and pursuit for a sustainable skyscraper was a response to technology and social aspects in macro and micro scale. Since almost all of the evolution in nature takes place in the molecular level, an in depth analysis of incorporating nanotechnology need to be done. This thesis looks at how these three levels can be interrelated to work as a unified whole, can this incorporation help the building evolve and adapt to the changing requirement of users and the environment. -
Modern Skyline
MODERN SKYLINE Architecture and Development in the Financial District and Bunker Hill area Docent Reference Manual Revised February 2016 Original manual by intern Heather Rigby, 2001. Subsequent revisions by LA Conservancy staff and volunteers. All rights reserved Table of Contents About the tour 3 Gas Company Building 4 Building on the Past: The Architecture of Additions 5 One Bunker Hill (Southern California Edison) 6 Biltmore Tower 7 Tom Bradley Wing, Central Library 8 Maguire Gardens, Central Library 10 US Bank Tower (Library Tower) 11 Bunker Hill Steps 13 Citigroup Center 14 Cultural Landscapes 14 550 South Hope Street (California Bank and Trust) 16 611 Place (Crocker Citizens-Plaza/AT&T) 17 Aon Center (UCB Building/First Interstate Tower) 18 Modern Building and Preservation 19 A Visual Timeline 19 Adaptive Reuse 20 Downtown Standard (Superior Oil Building) 21 Tax Credits 22 The Pegasus (General Petroleum Building) 23 AC Martin and Contemporary Downtown 24 Figueroa at Wilshire (Sanwa Bank Plaza) 24 Destruction and Development 25 City National Plaza (ARCO Plaza) 26 Richfield Tower 28 Manulife Plaza 29 Union Bank Plaza 30 Westin Bonaventure Hotel 31 History of Bunker Hill 33 Four Hundred South Hope (Mellon Bank/O’Melveny and Myers) 34 Bank of America Plaza (Security Pacific Plaza) 35 Stuart M. Ketchum Downtown Y.M.C.A 37 Wells Fargo Plaza (Crocker Center) 38 California Plaza 39 Uptown Rocker 40 Untitled or Bell Communications Across the Globe 40 Appendix A: A Short Summary of Modern Architectural Styles 41 Appendix B: Los Angeles Building Height Limits 42 Appendix C: A Short History of Los Angeles 43 Updated February 2016 Page 2 ABOUT THE TOUR This tour covers some of the newer portions of the downtown Los Angeles skyline. -
An Architectural Type of Modern Urbanism T.U. Darmstadt
Department of Architecture ETH Zurich Skyscrapers An Architectural Type of Modern Urbanism Birkhauser - Publishers for Architecture Basel • Boston • Berlin T.U. Darmstadt Fachbereich 15 Bibliothek Architektur u. Stadtebau 10 Flatiron Building, New York 104 Citicorp Center, New York 12 Woolworth Building, New York 106 Renaissance Center, Detroit 14 Equitable Building, New York 108 Banco de Bilbao, Madrid, Spain 16 Barclay-Vesey Building, New York 110 M.L.C. Centre, Sydney, Australia 18 Chrysler Building, New York 112 Xerox Center, Chicago 20 Downtown Athletic Club, New York 114 IBM Building New York, New York 22 Empire State Building, New York 116 National Commercial Bank, Jeddah, Saudi Arabia 24 Philadelphia Saving Fund Society Building, PSFS, 118 Torhaus Gleisdreieck, Frankfurt, Germany Philadelphia 120 Transco Tower, Houston 26 Rockefeller Center, New York 122 Trump Tower, New York 28 Johnson Wax Building, Racine, USA 124 333 Wacker Drive, Chicago 30 860/880 Lake Shore Drive Apartments, Chicago 126 AT&T Building, New York 32 Lever House, New York 128 Museum of Modern Art Residential Tower, New York 34 One-Mile-High Skyscraper, IL 130 NationsBank, Houston 36 Price Tower, Bartlesville, USA 132 Atlanta Marriott Marquis Hotel, Atlanta, USA 38 Torre Pirelli, Milan, Italy 134 Hong Kong & Shanghai Bank, Hong Kong, China 40 Thyssenhaus, Dusseldorf, Germany 136 World Financial Center, New York 42 Inland Steel Building, Chicago 138 Allied Bank Building, Dallas 44 Seagram Building, New York 140 Lipstick Building, New York 46 Torre Velasca; Milan, -
Introduction 2019-2022 Doormen Agreement.Pub
FOR ABOMA MEMBER USE ONLY Issued November 2019 Apartment Building Owners and Managers Association of Illinois COLLECTIVE BARGAINING AGREEMENT BY AND BETWEEN APARTMENT BUILDING OWNERS AND MANAGERS ASSOCIATION OF ILLINOIS and SERVICE EMPLOYEES INTERNATIONAL UNION, LOCAL 1 PROPERTY SERVICE DIVISION for the period DECEMBER 1, 2019 THROUGH NOVEMBER 30, 2022 Covering Doorstaff, Receiving Room Employees and Others as defined in Article I INTRODUCTION This booklet is exclusively for the use of ABOMA Members and contains the following: • Pages 1 through 27 Full Collective Bargaining Agreement by and between ABOMA and SEIU Local 1, Property Service Division Covering Doorstaff Receiving Room Employees and Others as defined in Article I for the period of December 1, 2019 through November 30, 2022 • Page 24 Letter of Agreement – Drug and Alcohol Policies • Page 25 Letter of Agreement – Subcontracting • Page 26 and 27 Memorandum of Agreement relating to Sub contracting and sample of Contractor DSMOA SCHEDULE A Pages 1-3 (NIPF) The Buildings (Employers) identified in Schedule A of this Agreement shall contribute for all regular Employees to the SEIU National Industry Pension Fund (hereinafter referred to as the "NIPF") in order to provide retirement benefits for eligible Employees in accordance with the terms of the NIPF. SCHEDULE B Pages 1-3 (401K Pension Savings Plan) The Buildings (Employers) identified in Schedule B of this Agreement shall contribute for all regular employees to the SEIU Local 1 401(k) Savings Plan in order to provide retirement benefits for eligible Employees in accordance with the terms of the 401(k) Plan. SCHEDULE C Page 1 (DSMOA NIPF) The Buildings and sub-contractors (Employers) identified in Schedule C of this Agreement shall contribute for all regular Employees to the SEIU National Industry Pension Fund (hereinafter referred to as the "NIPF") in order to provide retirement benefits for eligible Employees in accordance with the terms of the NIPF.