FINITE STRIP ANALYSIS OF FRAME-SHEAR WALL BUILDINGS

FINITE STRIP ANALYSIS OF FRAME-SHEAR WALL BUILDINGS

Master's

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Bibliographic Details
Main Author: LIM YEOW BENG
Other Authors: CIVIL ENGINEERING
Format: Theses and Dissertations
Published: 2019
Subjects:
Finite Strip Method
frame-shear wall buildings
non-uniform section
tall buildings
Online Access:https://scholarbank.nus.edu.sg/handle/10635/163001
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Institution: National University of Singapore
id sg-nus-scholar.10635-163001
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spelling sg-nus-scholar.10635-1630012024-04-03T06:40:26Z FINITE STRIP ANALYSIS OF FRAME-SHEAR WALL BUILDINGS LIM YEOW BENG CIVIL ENGINEERING SOMSAK SWADDIWUDHIPONG Finite Strip Method frame-shear wall buildings non-uniform section tall buildings Master's MASTER OF SCIENCE 2019-12-23T08:38:44Z 2019-12-23T08:38:44Z 1988 Thesis LIM YEOW BENG (1988). FINITE STRIP ANALYSIS OF FRAME-SHEAR WALL BUILDINGS. ScholarBank@NUS Repository. https://scholarbank.nus.edu.sg/handle/10635/163001 CCK BATCHLOAD 20191220
institution National University of Singapore
building NUS Library
continent Asia
country Singapore
Singapore
content_provider NUS Library
collection ScholarBank@NUS
topic Finite Strip Method
frame-shear wall buildings
non-uniform section
tall buildings
spellingShingle Finite Strip Method
frame-shear wall buildings
non-uniform section
tall buildings
LIM YEOW BENG
FINITE STRIP ANALYSIS OF FRAME-SHEAR WALL BUILDINGS
description Master's
author2 CIVIL ENGINEERING
author_facet CIVIL ENGINEERING
LIM YEOW BENG
format Theses and Dissertations
author LIM YEOW BENG
author_sort LIM YEOW BENG
title FINITE STRIP ANALYSIS OF FRAME-SHEAR WALL BUILDINGS
title_short FINITE STRIP ANALYSIS OF FRAME-SHEAR WALL BUILDINGS
title_full FINITE STRIP ANALYSIS OF FRAME-SHEAR WALL BUILDINGS
title_fullStr FINITE STRIP ANALYSIS OF FRAME-SHEAR WALL BUILDINGS
title_full_unstemmed FINITE STRIP ANALYSIS OF FRAME-SHEAR WALL BUILDINGS
title_sort finite strip analysis of frame-shear wall buildings
publishDate 2019
url https://scholarbank.nus.edu.sg/handle/10635/163001
_version_ 1795374142607851520

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