Seismic Group Activity and Corresponding Seismic Analysis in Southern Ningxia—Taking Haiyuan ML4.0 Earthquake Group in 2017 as an Example

2019 ◽  
Vol 09 (06) ◽  
pp. 421-428
Author(s):  
忠旺 柳
Keyword(s):  
Seismic Analysis ◽  
Group Activity ◽  
Southern Ningxia

Tingkat Kemandirian Pasien Mengontrol Halusinasi setelah Terapi Aktivitas Kelompok

1970 ◽  
Vol 1 (1) ◽  
Author(s):  
Dwi Handayani ◽  
Aat Sriati ◽  
Efri Widianti
Keyword(s):  
Therapy Group ◽  
Sampling Technique ◽  
Group Activity ◽  
Therapeutic Group ◽  
Group Activities ◽  
Therapeutic Modalities ◽  
Consecutive Sampling ◽  
Activity Therapy ◽  
Group Activity Therapy ◽  
Stimulation Group

Halusinasi merupakan gejala positif yang paling sering dialami oleh pasien dengan gangguan jiwa. Terapi aktivitas kelompok stimulasi persepsi merupakan bagian dari terapi modalitas yang diberikan pada pasien skizofrenia yang mengalami halusinasi dengan tujuan tercapainya kemandirian pasien. Penelitian ini bersifat deskriptif yaitu melihat gambaran tingkat kemandirian pasien dalam mengontrol halusinasi setelah mengikuti kegiatan terapi aktivitas kelompok stimulasi persepsi. Sebanyak 42 orang menjadi responsden dengan menggunakan teknik consecutive sampling. Proses pengumpulan data menggunakan metode observasi, yang dalam pelaksanaannya peneliti dibantu oleh numerator. Analisis data dengan persentase dan dideskripsikan dalam tabel distribusi frekuensi. Hasil penelitian didapatkan bahwa tingkat kemandirian pasien dalam mengontrol halusinasi setelah mengikuti kegiatan terapi aktivitas kelompok stimulasi persepsi adalah supportive28,6%, partially 61,9%, dan wholly9,5%. Hasil penelitian didapatkan bahwa sebagian besar tingkat kemandirian pasien adalah partiallysehingga perlu dikembangkan strategi-strategi dalam upaya peningkatan kinerja perawat dalam pelaksanaan tindakan keperawatan sehingga dapat menumbuhkan kemandirian pasien.Kata kunci: Halusinasi, tingkat kemandirian, terapi aktivitas kelompok, stimulasi persepsi AbstractHallucinations are positive symptoms most commontly experienced bypatients with psychiatric disorders. Perceptual stimulation therapy group activities are part of the therapeutic modalities that are given to patients with schizophrenia who experienced hallucinations in order to achieve independence of patient. This is a descriptive study which saw the picture of the level of independence of the patients in the control hallucinations after following stimulation group activity. The sampling technique used was consecutive sampling, in which 42 people were interviewed. The process of data collection using the method of observation, which in practice researchers assisted by the numerator. Analysis of the data with the percentage and frequency distribution are described in the table. The result showed that the level of independence of patient hallucinations in controlling halluciantions after following stimulation group activity therapy activity perception is supportive 28.6%, partially 61,9%, and wholly 9,5%. Based on the findings that majority of patients a level of independence that is partially, developed strategies necessary in an effort to increase the performance of nurses in the implementation of nursing actions that can foster patient independence.Key words:Level of independence, hallucination, therapeutic group activity stimulation perception

SEISMIC ANALYSIS OF MULTISTOREY REINFORCED CONCRETE STRUCTURES

2019 ◽  
Vol 9 (1) ◽  
pp. 61
Author(s):  
SINGH RAVIKANT ◽  
KUMAR SINGH VINAY ◽  
YADAV MAHESH ◽  
◽  
◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Analysis ◽  
Concrete Structures ◽  
Reinforced Concrete Structures

Comparison of Interstorey Drift in General RC Buildings in Pounding and No Pounding Case

2020 ◽  
Vol 2 (1) ◽  
pp. 40-47
Author(s):  
Anand Dev Bhatt
Keyword(s):  
Seismic Analysis ◽  
Linear Time ◽  
Time History ◽  
Case Analysis ◽  
Rc Buildings ◽  
Adjacent Buildings ◽  
Sufficient Distance ◽  
Earthquake Load ◽  
Interstorey Drift ◽  
Lower Height

 Inter-storey drift is an important parameter of structural behavior in seismic analysis of buildings. Pounding effect in building simply means collision between adjacent buildings due to earthquake load caused by out of phase vibration of adjacent buildings. There is variation in inter-storey drift of adjacent buildings during pounding case and no pounding case. The main objective of this research was to compare the inter-storey drift of general adjacent RC buildings in pounding and no pounding case. For this study two adjacent RC buildings having same number of stories have been considered. For pounding case analysis there is no gap in between adjacent buildings and for no pounding case analysis there is sufficient distance between adjacent buildings. The model consists of adjacent buildings having 4 and 4 stories but unequal storey height. Both the buildings have same material & sectional properties. Fast non-linear time history analysis was performed by using El-centro earthquake data as ground motion. Adjacent buildings having different overall height were modelled in SAP 2000 v 15 using gap element for pounding case. Finally, analysis was done and inter-storey drift was compared. It was found that in higher building inter-storey drift is greater in no pounding case than in pounding case but in adjacent lower height building the result was reversed. Additionally, it was found that in general residential RC buildings maximum inter-storey drift occurs in 2nd floor.

SEISMIC VULNERABILITY ASSESSMENT FOR SAN FRANCISCO TEMPLE IN MORELIA, MEXICO

2019 ◽  
Vol 3 (Special Issue on First SACEE'19) ◽  
pp. 207-2016
Author(s):  
Guillermo Martinez ◽  
David Castillo ◽  
José Jara ◽  
Bertha Olmos
Keyword(s):  
San Francisco ◽  
Seismic Vulnerability ◽  
Seismic Analysis ◽  
Three Dimensional ◽  
Middle Part ◽  
Seismic Demands ◽  
Modeling And Analysis ◽  
Seismic Records ◽  
Cracking Pattern ◽  
The Temple

This paper presents a first approximation of the seismic vulnerability of a sixteenth century building which is part of the historical center of Morelia, Mexico. The city was declared World Heritage by United Nations Educational, Scientific and Cultural Organization in 1991. The modeling and analysis of the building was carried out using a three-dimensional elastic tetrahedral finite elements model which was subjected to probabilistic seismic demands with recurrences of 500 yrs and 1000 yrs in addition to real seismic records. The model was able to correctly identify cracking pattern in different parts of the temple due to gravitational forces. High seismic vulnerability of the arched window and the walls of the middle part of the bell tower of the temple was indicated by the seismic analysis of the model.

A SIMPLIFIED ANALYTICAL PROCEDURE FOR SEISMIC ANALYSIS OF TIMBER LIGHT-FRAME SHEAR WALLS

2019 ◽  
Vol 3 (Special Issue on First SACEE'19) ◽  
pp. 173-180
Author(s):  
Giorgia Di Gangi ◽  
Giorgio Monti ◽  
Giuseppe Quaranta ◽  
Marco Vailati ◽  
Cristoforo Demartino
Keyword(s):  
Analytical Procedure ◽  
Seismic Analysis ◽  
Shear Walls ◽  
Element Model ◽  
Sensitivity Analyses ◽  
Width Ratio ◽  
Damping Factor ◽  
Equivalent Viscous Damping ◽  
Design Variables ◽  
Depth Analysis

The seismic performance of timber light-frame shear walls is investigated in this paper with a focus on energy dissipation and ductility ensured by sheathing-to-framing connections. An original parametric finite element model has been developed in order to perform sensitivity analyses. The model considers the design variables affecting the racking load-carrying capacity of the wall. These variables include aspect ratio (height-to-width ratio), fastener spacing, number of vertical studs and framing elements cross-section size. A failure criterion has been defined based on the observation of both the global behaviour of the wall and local behaviour of fasteners in order to identify the ultimate displacement of the wall. The equivalent viscous damping has been numerically assessed by estimating the damping factor which is in use in the capacity spectrum method. Finally, an in-depth analysis of the results obtained from the sensitivity analyses led to the development of a simplified analytical procedure which is able to predict the capacity curve of a timber light-frame shear wall.

Sign in / Sign up

Export Citation Format

Share Document