Investigating a Combinatorial Lateral Resisting System for Tall Buildings-Reference-Cited by-同舟云学术

Investigating a Combinatorial Lateral Resisting System for Tall Buildings

Published:2019-01-16 Issue:4 Volume:43 Page:697-709
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Broujerdian Vahid^ORCID,Ghamari Ali,Zolghadr Rahman

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40996-019-00233-7/fulltext.html

Reference30 articles.

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2. Aslani HO (1998) Special truss moment frames (STMF) under combined gravity and lateral loads. Ph.D. thesis, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI

3. Basha H, Goel SC (1994) Seismic resistant truss moment frames with ductile Vierendeel segment, report no. UMCEE 94-29. University of Michigan, Ann Arbor, MI

4. Brunesi E, Nascimbene R, Casagrande L (2016) Seismic analysis of high-rise mega-braced frame-core buildings. Eng Struct 115:1–17

5. Chao S-H, Goel SC (2005) Performance-based seismic design of EBF using target drift and yield mechanism as performance criteria, report no. UMCEE 05-05. Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI

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