Tag: diseño sismorresistente

DISEÑO SÍSMICO BASADO EN DESEMPEÑO: TEORÍA, CÁLCULO Y NORMA ECUATORIANA NEC

@import url(‘https://fonts.googleapis.com/css2?family=Rajdhani:wght@400;500;600;700&family=Cormorant+Garamond:ital,wght@0,400;0,600;1,400&display=swap’);.thek-wrap{background:#050810;color:#F5F3EE;font-family:’Rajdhani’,sans-serif;padding:1.5rem;border-radius:10px;max-width:820px;margin:0 auto;}.thek-wrap *{box-sizing:border-box;margin:0;padding:0;}.thek-badges{display:flex;gap:7px;flex-wrap:wrap;margin-bottom:1rem;}.thek-badge{font-size:0.58rem;letter-spacing:0.16em;text-transform:uppercase;padding:4px 10px;border-radius:3px;font-weight:600;}.thek-badge-gold{background:rgba(201,168,76,0.15);color:#E8C97A;border:0.5px solid rgba(201,168,76,0.35);}.thek-badge-blue{background:rgba(107,143,212,0.15);color:#8AAAE8;border:0.5px solid rgba(107,143,212,0.3);}.thek-badge-nec{background:rgba(60,140,100,0.15);color:#70D4A0;border:0.5px solid rgba(60,140,100,0.3);}.thek-img{width:100%;height:210px;object-fit:cover;object-position:center;border-radius:8px;opacity:0.62;display:block;margin-bottom:1.25rem;}.thek-h1{font-family:’Cormorant Garamond’,serif;font-size:clamp(1.4rem,3vw,2rem);font-weight:600;line-height:1.2;color:#F5F3EE;margin-bottom:0.35rem;}.thek-h1 em{color:#C9A84C;font-style:normal;}.thek-subtitle{font-size:0.78rem;color:rgba(245,243,238,0.55);letter-spacing:0.07em;margin-bottom:1.25rem;}.thek-divider{height:0.5px;background:linear-gradient(to right,rgba(201,168,76,0.3),transparent);margin:1.25rem 0;}.thek-label{font-size:0.58rem;letter-spacing:0.22em;text-transform:uppercase;color:#C9A84C;margin-bottom:0.65rem;display:flex;align-items:center;gap:0.5rem;}.thek-label::after{content:”;flex:1;height:0.5px;background:linear-gradient(to right,rgba(201,168,76,0.25),transparent);}.thek-desc{font-size:0.93rem;line-height:1.85;color:rgba(245,243,238,0.68);margin-bottom:1rem;}.thek-desc strong{color:#F5F3EE;}.thek-hbox{background:rgba(107,143,212,0.07);border-left:2px solid #6B8FD4;border-radius:0 7px

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SEISMIC ACTIVITY IN ECUADOR AND GUAYAQUIL: SEISMIC HAZARD, MITIGATION LAWS, AND 7- AND 9-MAGNITUDE SCENARIOS

.thek-wrap{background:#050810;color:#F5F3EE;font-family:’Rajdhani’,sans-serif;padding:1.5rem;border-radius:10px;max-width:820px;margin:0 auto;} .thek-wrap *{box-sizing:border-box;margin:0;padding:0;} @import url(‘https://fonts.googleapis.com/css2?family=Rajdhani:wght@400;500;600;700&family=Cormorant+Garamond:wght@400;600&display=swap’); .thek-badges{display:flex;gap:7px;flex-wrap:wrap;margin-bottom:1rem;} .thek-badge{font-size:0.58rem;letter-spacing:0.16em;text-transform:uppercase;padding:4px 10px;border-radius:3px;font-weight:600;} .thek-badge-gold{background:rgba(201,168,76,0.15);color:#E8C97A;border:0.5px solid rgba(201,168,76,0.35);} .thek-badge-blue{background:rgba(107,143,212,0.15);color:#8AAAE8;border:0.5px solid rgba(107,143,212,0.3);} .thek-badge-red{background:rgba(200,60,60,0.15);color:#E87070;border:0.5px solid rgba(200,60,60,0.3);} .thek-img{width:100%;height:200px;object-fit:cover;border-radius:8px;opacity:0.7;display:block;margin-bottom:1.25rem;} .thek-h1{font-family:’Cormorant

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