نتایج جستجو برای: asce 41

تعداد نتایج: 92245  

Journal: :civil engineering infrastructures journal 0
seyed bahram beheshti-aval associate professor, civil engineering faculty, k.n. toosi university of technology, tehran, iran ehsan jahanfekr ph.d. candidate, faculty of technical and engineering, hormozgan university, bandarabas, iran

displacement coefficient method (dcm) stipulated in the asce 41-06 standard is becoming the preferred method for seismic rehabilitation of buildings in many high-seismic-hazard countries. applications of the method for non-building constructions such as bridges are beyond the scope of this standard. thus its application to this kind of structure should be approached with care. target displaceme...

2011
Chiradip Chatterjee Sundramurthy Kumar Smarajit Chakraborty Yih Wan Tan Ka Yin Leung J. Sivaraman Yu-Keung Mok

BACKGROUND The putative needle complex subunit AscF forms a ternary complex with the chaperones AscE and AscG in the type III secretion system of Aeromonas hydrophila so as to avoid premature assembly. Previously, we demonstrated that the C-terminal region of AscG (residues 62-116) in the hetero-molecular chaperone, AscE-AscG, is disordered and susceptible to limited protease digestion. METHO...

Displacement Coefficient Method (DCM) stipulated in the ASCE 41-06 standard is becoming the preferred method for seismic rehabilitation of buildings in many high-seismic-hazard countries. Applications of the method for non-building constructions such as bridges are beyond the scope of this standard. Thus its application to this kind of structure should be approached with care. Target displaceme...

Journal: :E3S web of conferences 2023

In this study, the target evaluation building is a reinforced concrete structure with 4 stories in Surabaya City Indonesia that was over 35 years old. The method used U.S standard; ASCE 41:17 and Japanese JBDPA. results using 41-17 Tier 1 checklist 975 earthquake return period (BSE-2E) collapse prevention performance obtained several items received noncompliant (NC) status. Out of 21 items, 5 w...

Journal: :El-cezeri 2021

Doğrusal olmayan statik prosedür (NSP) veya itme analizi basitliği nedeniyle, yapısal ve elemanların performanslarının hesaplanması için kullanılmaktadır. Modelleme yapılırken yapıdaki her bir elemanın doğrusal özelliklerinin deformasyon kapasitelerinin belirlenmesi gerekmektedir. İtme analizi, TBDY 2018 ASCE 41-17 yönetmeliklerine göre, kullanıcı tanımlı plastik mafsal özellikleri varsayılan g...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه اراک - دانشکده فنی 1391

طراحی مطلوب و بهـینه یک سازه مستـلزم رعایت حداقـل حاشیـه ایمنی است. ظرفیت های سازه شامل تغییـرشکل و مقاومت، باید از مقادیری که در هنگام وقوع زلزله به سازه اعمال می شوند، بیشتـر باشند. روش مورد استفاده در اکثر آییـن نامه ها، روش مبتنی بر مقاومت و شکل پذیری است. طیف پاسخ غیـرارتجـاعی در این روش از طیـف کاهش یافتـه پاسخ الاستیـک سازه توسط ضـرایب کاهنـده بدست می آید. از اینـرو، ضرایب کاهنـده که در ...

Journal: :IET Communications 2014
Guan Gui Fumiyuki Adachi

Channel estimation problem is one of the key technical issues for broadband multiple-input–multiple-output (MIMO) signal transmission. To estimate the MIMO channel, a standard least mean square (LMS) algorithm was often applied to adaptive channel estimation because of its low complexity and stability. The sparsity of the broadband MIMO channel can be exploited to further improve the estimation...

armin Aziminejadb Ehsan Danesh Dezfuli

Irregular buildings make up a large portion of  urban infrastructure. Presence of irregularities can be due to architectural and  user changes in building stories. Main objective of this article is evaluate seismic performance of structures with vertical irregularities. Seismic responses are obtained by enveloping peak inelastic responses resulting from pushover analyses according to provided p...

Journal: :Asian Journal of Civil Engineering 2022

The present study offers a deductive design procedure based on designs that have been optimally screened in accordance with ASCE 41-17's nonlinear static (NSP). subsequent phase inferred linear methodology from the philosophy underlying NSP of 41-17. deduced is applied to provide set optimal 6-story SMRF under two load patterns: code-based and first-mode shape patterns. by proposed are compared...

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