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Investigation of Bim Potentials on Seismic Resiliency of Drywall Systems During Earthquake a Thesis Submitted to the Graduate Sc

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Investigation of Bim Potentials on Seismic Resiliency of Drywall Systems During Earthquake a Thesis Submitted to the Graduate Sc INVESTIGATION OF BIM POTENTIALS ON SEISMIC RESILIENCY OF DRYWALL SYSTEMS DURING EARTHQUAKE A THESIS SUBMITTED TO THE GRADUATE SCHOOL OF NATURAL AND APPLIED SCIENCES OF MIDDLE EAST TECHNICAL UNIVERSITY BY DAMLANUR İLİPINAR IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF SCIENCE IN BUILDING SCIENCE IN ARCHITECTURE JUNE 2019 Approval of the thesis: INVESTIGATION OF BIM POTENTIALS ON SEISMIC RESILIENCY OF DRYWALL SYSTEMS DURING EARTHQUAKE submitted by DAMLANUR İLİPINAR in partial fulfillment of the requirements for the degree of Master of Science in Building Science in Architecture Department, Middle East Technical University by, Prof. Dr. Halil Kalıpçılar Dean, Graduate School of Natural and Applied Sciences Prof. Dr. F. Cânâ Bilsel Head of Department, Architecture Assist. Prof. Dr. Bekir Özer Ay Supervisor, Architecture, METU Assist. Prof. Dr. Mehmet Koray Pekeriçli Co-Supervisor, Architecture, METU Examining Committee Members: Assoc. Prof. Dr. İpek Gürsel Dino Architecture, METU Assist. Prof. Dr. Bekir Özer Ay Architecture, METU Assist. Prof. Dr. Mehmet Koray Pekeriçli Architecture, METU Assist. Prof. Dr. Alper Aldemir Civil Engineering, Hacettepe University Assist. Prof. Dr. Onur Behzat Tokdemir Civil Engineering, METU Date: 25.06.2019 I hereby declare that all information in this document has been obtained and presented in accordance with academic rules and ethical conduct. I also declare that, as required by these rules and conduct, I have fully cited and referenced all material and results that are not original to this work. Name, Surname: Damlanur İlipınar Signature: iv ABSTRACT INVESTIGATION OF BIM POTENTIALS ON SEISMIC RESILIENCY OF DRYWALL SYSTEMS DURING EARTHQUAKE İlipınar, Damlanur Master of Science, Building Science in Architecture Supervisor: Assist. Prof. Dr. Bekir Özer Ay Co-Supervisor: Assist. Prof. Dr. Mehmet Koray Pekeriçli June 2019, 166 pages Building Information Modelling (BIM) is a promising technology on resilient design. The use of BIM technology could enable seismic design and installation of non- structural elements. This study discusses the usefulness of BIM in seismic design and assessment of lightweight steel stud gypsum board partition walls (drywall systems). This study also presents the potential of BIM in order to disseminate the information about seismic demands on drywalls in reinforced concrete (RC) structures among stakeholders during the design phase. Thus an integrated and synchronous approach is proposed where the analyst can specify the required precautions or metadata through BIM that eliminates stereotype installations before starting or revising the physical construction process. Two generic office buildings fictitiously located in İstanbul - Turkey, are modeled. One of them is designed according to design earthquake whereas the other satisfies the demands of maximum considered earthquake (earthquakes with 475 and 2475 year return periods, respectively). The required models of these buildings are produced in BIM compatible software and data exchanges are supplied between these environments by Application Programming Interface (API) extensions. The seismic demands on drywalls are presented to show the differences among interior partition walls located in different parts of the building and having various equipment. v The demands on the drywalls are evaluated according to reference data from drywall specification sheets and ASCE/SEI standards. This study showed that, by making use of BIM technology, the relatively vulnerable and overdesigned walls can be easily distinguished and shared with all stakeholders before the installation or renewal of the systems which eventually saves life, time and money throughout life-cycle of the buildings. Keywords: Building Information Modelling, Non-structural Elements, Seismic Resiliency of the Drywall Systems, Seismic Evaluation of Non-structural Elements vi ÖZ ALÇI LEVHA BÖLME DUVAR SİSTEMLERİNİN SİSMİK TASARIM VE MONTAJ SÜRECİNDE YAPI BİLGİ MODELLEME TEKNOLOJİSİNİN POTANSİYELLERİNİN ARAŞTIRILMASI İlipınar, Damlanur Yüksek Lisans, Yapı Bilimleri Tez Danışmanı: Dr. Öğr. Üyesi Bekir Özer Ay Ortak Tez Danışmanı: Dr. Öğr. Üyesi Mehmet Koray Pekeriçli Haziran 2019, 166 sayfa Yapı Bilgi Modelleme teknolojisindeki gelişmeler ve potansiyeller inşaat endüstrisindeki bir çok probleme çözüm olabilir. Yapı Bilgi Modelleme sistemi ile oluşturulacak projeler, tasarım sürecinden itibaren sunduğu detaylı ve gerçek zamanlı bilgi düzeyi ile belirsizliklerin azalmasına, analiz ve tasarım süreci kalitesinin artmasına ve tüm proje paydaşlarının eş zamanlı olarak sürece katılmalarına olanak sağlar. Bu çalışmada, alçı levha bölücü duvarların sismik tasarım ve değerlendirilmesi üzerinden Yapı Bilgi Modelleme teknolojisinin taşıyıcı olmayan tüm bina elemanlarının sismik tasarım ve montajı konusunda etkinliği araştırılmaktadır. Bu sistemdeki entegre ve senkronize edilmiş girdiler sayesinde tek tipleşmiş üretim süreci yerine her elemanın sismik talebi doğrultusunda tasarım ve montaj gereksinimleri belirlenebilir. Böylece yapısal olmayan her bir elemanın sismik tasarım ve montajı için gereken teknik data, tasarım aşamasında tüm disiplinler ile paylaşılabilir. Bu çalışmada, İstanbul-Türkiye’de olduğu kabul edilen iki ofis binası sırasıyla tasarım deprem yer hareketi ve göz önüne alınan en büyük deprem yer hareketi (475 ve 2475 yıl dönüş periyoduna sahip depremler) için tasarlanmış ve bunlara ait bilgisayar modelleri üretilmiştir. Yapı Bilgi Modelleme teknolojisine uyumlu yazılımlar ile üretilen modellerde, programlar arası veri akışı Uygulama Programı Arayüzü metodu vii ile yürütülmüştür. Oluşturulan bina modelleri için zaman tanım alanında doğrusal dinamik analizleri, seçilen deprem kayıtları altında gerçekleştirilmiştir. Analiz sonuçlarına göre binalarda bulunan alçı levha duvarların, bulundukları konum ve taşıdıkları ekipmanlardan kaynaklanan sebepler ile farklı ivme-kuvvet ve deplasman talepleri elde edilmiştir. Duvarların sismik talepleri, teknik şartnamelerden referans alınan ivme ve katlar arası ötelenme kapasiteleri ile karşılaştırılarak, nispeten zayıf ve/ya abartılı tasarlanan duvarlar kolayca belirlenmiştir. Ayrıca, duvarların aplikasyonunda gereken teknik talepler belirlenip, elde edilen veriler tasarım aşamasında tüm disiplinlerle paylaşılmıştır. Böylece Yapı Bilgi Modelleme teknolojisinden faydalanarak, taşıyıcı olmayan elemanların otomatikleştirilmiş sismik tasarımı inşaat aşamasından önce gerçekleştirilerek, yapıların kullanım süreci boyunca can ve mal güvenliğin sağlanabileceği ve ekonomik kayıpların önüne geçilebileceği gösterilmiştir. Anahtar Kelimeler: Yapı Bilgi Modelleme, Yapısal Olmayan Elemanların Sismik Davranışları, Alçı Levha Duvarların Sismik Sürdürülebilirliği viii To my incredible family… ix ACKNOWLEDGMENTS I would like to express my sincere gratitude to my thesis supervisor Assist. Prof. Dr. Bekir Özer Ay, for his great patience and valuable efforts throughout this study. His encouragement and guidance was the primary source of inspiration for me and without his expertise, this study could have never been completed. I would also like to express my deep thankfulness to my thesis co-supervisor Assist. Prof. Dr. Mehmet Koray Pekeriçli for motivating and supporting me with his constructive comments, further experiences and valuable criticisms in this research. I would like to thank my thesis committee, Assoc. Prof. Dr. İpek Gürsel Dino, Assist. Prof. Dr. Alper Aldemir and Assist. Prof. Dr. Onur Bahzat Tokdemir for their valuable comments and suggestions for this thesis work. I would like to thank Mustafa Tümer Tan for his sincere guidance in structural analysis, modelling and design issues. I also thank to Prota Computer Inc. for providing me the opportunity to work on ProtaStructure. I am also thankful to my all friends standing by me during this study. Their friendship, support and technical assistance make this process bearable. And many thanks to Murphy and his laws not to leave me alone. Finally, I would like to express my deepest thankfulness to my family for their unflagging supports, infinite patience, endless care and love through my whole life. I could have never achieve without them, their believes and pray. x TABLE OF CONTENTS ABSTRACT ................................................................................................................. v ÖZ ........................................................................................................................... vii ACKNOWLEDGEMENTS ......................................................................................... x TABLE OF CONTENTS ........................................................................................... xi LIST OF TABLES ................................................................................................... xiv LIST OF FIGURES ................................................................................................ xvii LIST OF ABBREVIATIONS ................................................................................. xxii LIST OF SYMBOLS ............................................................................................. xxiv CHAPTERS 1. INTRODUCTION ................................................................................................ 1 1.1. Motivations ........................................................................................................ 1 1.2. Problem Statement ............................................................................................ 7 1.3.
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