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Performance-Based Seismic Assessment of Rc Smrf Compliant and Noncompliant Structures

Thesis Info

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Author

Rizwan, Muhammad

Program

PhD

Institute

University of Engineering and Technology

City

Peshawar

Province

KPK

Country

Pakistan

Thesis Completing Year

2019

Thesis Completion Status

Completed

Subject

Engineering & Technology

Language

English

Link

http://prr.hec.gov.pk/jspui/bitstream/123456789/10773/1/Muhammad_Rizwan_Civil_Eng_HSR_2019_UET_Peshawar_08.03.2019.pdf

Added

2021-02-17 19:49:13

Modified

2024-03-24 20:25:49

ARI ID

1676727809763

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The Pacific Earthquake Engineering Research Center’s (PEER) probabilistic performance based earthquake engineering (PBEE) assessment and design framework FEMA P-58 2012 has been employed in the current research, with the application to reinforced concrete (RC) special moment resisting frames (SMRFs), to assess the seismic performance of code compliant and non-code compliant RC frames (having non-seismic provisions and construction defects/deficiencies), taking into consideration uncertainties in the definition of seismic hazard and structural response. The present research included uni-directional shake-table testing of 1:3 reduced scale RC frame models designed to Building Code of Pakistan – Seismic Provisions (BCP-SP 2007), which were detailed as per the ACI 318 (2005). The frames were built complying with the code requirements and having construction defects: low-strength concrete, lacking ties in joint panels, beam-column stirrups being provided at larger spacing, practicing reduced longitudinal reinforcements, along with non-seismic hooks. Five 1:3 reduced scale, two-story representative models were subjected to a linearly scaled accelerogram of the 1994 Northridge Earthquake for multiple excitations test. The observed damage mechanism and lateral force-deformation behavior of tested frames models were obtained, which were analyzed to calculate the frames seismic response parameters. The response modification factor (R-Factor) calculated for the code complaint frame is approximately 7.50, which is reduced by 40 to 60% for models with construction defects. One of the major findings reveals the minimum ACI 318 (2005) requirement for exterior column depth of 15 times the diameter of longitudinal steel bars is inadequate to avoid joint panel damage, specifically for structures built with lowstrength concrete and/or joint panels lacking confining ties under design-level earthquake. For numerical studies, a simple finite element based numerical model was prepared in SeismoStruct (2016) for nonlinear inelastic seismic analysis, which was calibrated with the experimental observed behavior (mechanism) and global displacement response. The modeling technique was found to capture the frame response (peak displacement and peak base shear) reasonably well. The calibrated numerical models were extended for the incremental dynamic analysis using a suite of ten spectrum compatible acceleration time histories, to derive the frames’ seismic response curve (roof drift demand versus peak input acceleration). Response ii modification factor R-Factors was calculated using both the experimental response data and numerical investigation (i.e. incremental dynamic analysis), which is critically compared with the BCP-SP (2007)/ACI 318 (2005) building code specified R factor for RC SMRF. Furthermore, the seismic performance of the considered code complaint and non-code compliant prototype structures were assessed using the PEER’s/FEMA P-58 2012 second generation PBEE methodology. This included the definition of seismic hazard, which was obtained from other existing studies. The development of frames’ fragility functions derived herein using a fully probabilistic Nonlinear Dynamic Reliability Based Method (NDRM). The considered frames performance assessment was evaluated for seismic hazard of various return periods (42, 75, 250, 475 and 2475 years) in order to compare the seismic performance of non-complaint structures relative to the code compliant structure. This research study will help provide guidance on the revision and updating of the Building Code of Pakistan – Seismic Provisions BCP-SP (2007) that can in turn help improve seismic design practices in Pakistan and contribution towards seismic risk mitigation.
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یار میرا منہ زور

یار میرا منہ زور
دتا مینوں کھور
زلف سیاہ جئی ناگن
موراں ورگی ٹور
گئی جوانی لُٹی
لے گئے کئی چور
جھوریاں ماریا آ
دکھ نہیں کوئی ہور
سولی عاشق لئی
نین سیاہ بلور
کھورے ہڈی ِمکھ
نکی جئی ہِک جھور
ڈنگے ہِک محبت
گل نہیں کوئی ہور

علامہ ابن جوزی کی تفسیر

This article describes the methodology and characteristics of Zad al-masir fi ‘ilm al-tafsir. This is one the finest work of Allama Ibn al-Jawzī, a 6th century prominent Interpreter. Several editions of this Tafsir have been published. However, the edition of dar al-kitab al-‘arbi, Beirut published in four volumes is selected for this study. This exegesis is based on conventional narrations, authentic quotations from the Islamic Scholars and lingual & grammatical discussions. As a witness, causes of verses (asbab al-Nuz┴l), Makki and Madani Surah’s (chapters), the abrogating and abrogated verses (al-nasikh wal-mans┴kh) and Islamic jurisprudence have been discussed in it where needed. The quality of this translation which is admirable is that mostly authentic Ahadith from original sources, and references to well known basic books in relevant discussions have been described.

Thermal, Kinetic and Morphological Studies of Available and Synthesized Pyrotechnic/Propellant Compositions and Their Ingredients

The work presented in this thesis is focused on the thermal, kinetic and morphological studies of various pyrotechnic/propellant compositions and their ingredients. A lot of research work has been carried out in the field of explosives; however, there is a lack of theoretical understanding and experimental work concerning the reaction kinetics of the pyrotechnics. The published work in the field of pyrotechnics presents some individual studies concerning different aspects such as thermal behaviour, kinetics and aging of the pyrotechnic compositions and their ingredients. The present work is a concerted effort to provide an insight into the thermal behaviour, kinetics, aging and morphological aspects of pyrotechnics/propellants. For this purpose, differential scanning calorimetry, differential thermal analysis and thermogravimetery have been mainly used along with scanning electron microscopy and X-ray diffraction for accomplishment of the present work. The comparison of thermal cum kinetic behaviour of five different oxidizers that are commonly used in various pyrotechnic/propellant compositions was carried out. Next, modified barium nitrate with micro porous structure was synthesized using three different vesicants to make it more reliable as a pyrotechnic oxidant. The pyrotechnic composition formulated with the modified oxidizer ignited at a lower temperature as compared to the one formulated with pure barium nitrate. The ignition behaviour of the vesicant modified barium nitrate has not been reported earlier to the best of our knowledge. Moreover, thermal and kinetic behaviour of ammonium perchlorate has been improved by catalyzing it with a small amount of nano magnesium oxide catalyst. The results indicate that the two distinct decomposition stages of the pure ammonium perchlorate merged with each other and reduced to a single stage. Furthermore, the reaction rate constant of the catalyzed AP also increased significantly. Pyrotechnics and propellants are inherently associated with some potential safety hazards and are therefore required to be investigated for their stability and decomposition kinetics. The thermal, kinetic and ignition behaviour of three pyrotechnic mixtures has been investigated in detail to elucidate the mechanism of ignition of these fuel oxidizer mixtures and to assess the thermal stability and reactivity. Temperature and humidity are amongst the important factors that influence the shelf life and ignition behaviour of the pyrotechnics. The effect of aging on two commonly used military pyrotechnics has been studied. The investigated compositions include SR-524 and SR-562 pyrotechnic compositions. The results indicate that aging of the pyrotechnic compositions at extreme conditions of temperature and humidity changed their thermal behaviour, kinetics, chemical composition and the surface features. The last part of the thesis describes in-depth kinetic analysis of three different versions of the composite solid propellant. Magnesium oxide and zinc oxide nano particles were used as catalysts to alter the performance of the composite propellant. The kinetic analysis has been carried out by Kissinger method, Flynn–Wall–Ozawa method, Friedman method and Kissinger-Akahira-Sunose method. The results indicate lowering of the decomposition temperatures in the catalyzed versions of propellant. The kinetic analysis showed increased reactivity of the catalyzed versions of the propellants. In a nut shell, the work presented in the thesis provided new insight into the thermal, kinetic and morphological aspects of propellants and pyrotechnics vis-a-vis their enhanced reactivity through incorporation of vesicants and nano catalysts, coupled with aging studies, to help design formulations for specific requirements wherever required.